¦«.¦.°¤¦ ¡·¤µ¤µ« ®´ª o°¸É 3+4 1 5. ¤¤»·µÎµ®¦´µ¦ª·Á¦µ³®r¨³°°ÂÃ¥ª·¸ ε¨´¦³¨´¥ • • • • x ¦³µ °®oµ´n°µ¦´¥´ÁÈ ¦³µ®¨´µ¦´ °¦¸ ¦´Â¦¹Åo°o ¥¤µ °¦¸ ¨³Á®¨È¥¹Áµ³´¸¤µ ®oµ´°¦¸ Á¦· ¤Á®¨È³º°ªnµª·´ ·Á¤ºÉ°ªµ¤Á¦¸ ¥ Hc=0.003 ®nª¥Â¦°´Ä°¦¸ ¹ÉŤnÁÈ Á·Áo µ¤µ¦Äoµ¦¦³µ¥ Á·ÁoÁ¸¥ÁnµÅo x ªµ¤´¤¡´r ° stress (Vs ¨³ VWUDLQ Hs ÂnÅoÁÈ 2 ¦¸ Vs Vs E s H s oµ H s H y (Á®¨È¥´Å¤n¦µ) fy oµ H s t H y (Á®¨È¦µÂ¨oª) 2 b Hc fc' 0.85fc’ c C a=E1c C N.A. d d-a/2 As T Hs T ®o µ´µ£µ¥Äo äÁ¤r ´ ¸É µ³¦³¨´¥ $&, ¨³ ª.. ÅoµÎ ®Ä®oÄoµ¦¦³µ¥ °®nª¥Â¦Á¸¥ÁnµÁÈ ¦¼ ¸É Á®¨¸É¥¤ºoµÂµ¦¦³µ¥ °®nª¥Â¦¸ÉÁ· ¹Ê¦· ¹É ÄonµÁnµ´ 0.85 f cc ¨°ªµ¤¨¹ D ¹É a E1c Ã¥¸É E1 0.85 Á¤ºÉ° f cc d 280 ./¦.¤. c f c 280 0.85 0.05 t 0.65 70 Á¤ºÉ° c f c ! 280 ./¦.¤. 3 5. µ¦ª·Á¦µ³®rµ¸É Á®¨¸É¥¤ºoµ¤¸Á®¨ÈÁ¦· ¤ ¦´Â¦¹Á¡¸¥°¥nµÁ¸¥ª µ¦ª·´ · °®o µ´µ¼Îµ®Ã¥ ªµ¤Á¦¸¥ °°¦¸ Á¤ºÉ° Hc=0.003 ³º°ªn µµÁ·µ¦ª·´Â· ¨oª åŤn µÎ ¹¹ªn µÁ®¨È³¦µ®¦º°Å¤n µ¤µ¦ Ân °°ÁÈ 3 · • ª·´·¸É »¤»¨ (balanced failure) • µ¦ª·´Á· ºÉ°µÂ¦¹ÁÈ ®¨´ (tension failure) • µ¦ª·´Á· ºÉ°µÂ¦°´ÁÈ ®¨´ (compression failure) 4 ĵ¦ª·Á¦µ³®r®oµ´µÎµÁÈ ¸É³o°¦¼on°ªnµ®oµ´³Á·µ¦ª·´ · ÂÄ µµ¦Á¦¸ ¥Á¸¥ ¦· ¤µÁ®¨ÈÁ¦· ¤Ä®oµ´ U As ´ Ub bd 0.85 f ccE1 §¨ 6120 ¨ 6120 f y fy © Ub U Ub · ¸ ¸ ¹ µ¦ª·´ ·É¸»¤»¨ U Ub µ¦ª·´ ·ÁºÉ°µÂ¦¹ÁÈ ®¨´ U ! Ub µ¦ª·´ ·ÁºÉ°µÂ¦°´ÁÈ ®¨´ 5 µ¦ª·´ ·¸É»¤»¨ ³¸É VWUDLQ Ä°¦¸ ¤¸nµ¼ » Á®¨ÈÁ¦· ¤¦´Â¦¹È¡°¸¦µ¡¦o°¤ ´ ´É º° H c 0.003 H s H y U U b b 0.85fc’ Hc ab= E1cb cb C Mn d d- a b/ Asb Es 2.04 x10 6 Hc Hy ³Åo 2 T Hs = H y µµ¤Á®¨¸É¥¤¨oµ¥ N.A. cb d cb cb ´¦¼ Ä®¤n Ânµ H c § 6120 ¨ ¨ 6120 f y © 0.003 Hy f y / Es · ¸d ¸ ¹ 6 ¦°´Ä°¦¸ & µ¤µ¦®µÅoµ¦· ¤µ¦ °µ¦¦³µ¥®nª¥Â¦°´ Á¸¥Ánµ ´¸Ê c c C 0.85 f c ab b 0.85 f c E1cb b ¦¹ÄÁ®¨ÈÁ¦· ¤ 7 µ¤µ¦®µÅoµ T=AsVV , T Asb f y 0.85 f ccE1cb b µ¤»¨ °Â¦ C = T cb Asb f y Asb f y 0.85 f cE b c 1 ε¨´¦³»Äµ¦¦´Ã¤Á¤r´ µ¤µ¦®µÅoµÃ¤Á¤r °Â¦¼nª C-T Mn a · Ec · § § c C ¨ d b ¸ 0.85 f c E1cb b¨ d 1 b ¸ 2¹ 2 ¹ © © a · Ec · § § T ¨ d b ¸ Asb f y ¨ d 1 b ¸ 2¹ 2 ¹ © © 7 µ¦ª·´ ·ÁºÉ°µÂ¦¹ÁÈ ®¨´ 6WUDLQ ÄÁ®¨ÈÁ¦· ¤³¤¸nµÁ·ªnµ Hy ¹É ®¤µ¥¹Á®¨È³Á·µ¦¦µ n°¸É³ª·´ · H c 0.003 H s ! H y , U U b b 0.85fc’ Hc a = E1c c C N .A. d Mn d-a / 2 As H > H s µ¤»¨ °Â¦ & 7 V =V s y 0.85 f ccab As f y T y a As f y c 0.85 f c b ε¨´¦³»Äµ¦¦´Ã¤Á¤r´ Mn µ¤µ¦®µÅoµ Mn a· § C¨ d ¸ 2¹ © a· § T¨d ¸ 2¹ © a· c § 0.85 f c ab¨ d ¸ 2¹ © a· § As f y ¨ d ¸ 2¹ © 8 µ¦ª·´ ·ÁºÉ°µÂ¦°´ÁÈ ®¨´ 6WUDLQ Ä°¦¸ ¹»ª·´ ·n°¸É VWUDLQ ÄÁ®¨ÈÁ¦· ¤³¦µ Hc H s H y , U ! Ub 0.003 b 0.85f cc Hc c C a = E1c d Mn N. A. d- a / 2 d-c As Hs < H y µ¤»¨ °Â¦ C = T H µµ¤Á®¨¸É¥¤¨oµ¥ H V 0.85f ccE1cb T s A s Vs A s E s Hs d c Ânµ Hc=0.003 ³Åo H s c c ª § d c ·º εª c As E s «0.003¨ ¸» c ¹¼ © ¬ s c 0.85 f c E1cb ε¨´¦³»Äµ¦¦´Ã¤Á¤r´ Mn µ¤µ¦®µÅoµ Mn §d c· 0.003¨ ¸ © c ¹ E c· § c 0.85 f c E1cb¨ d 1 ¸ 2 ¹ © a· E c· 9 § § T ¨ d ¸ As EsH s ¨ d 1 ¸ a· § C¨ d ¸ 2¹ © © 2¹ © 2 ¹ ´ª°¥nµ¸É 1 媮µÃ¤Á¤r¦³» °®o µ´´¦¼ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸ Ánµ´ ./¤. ¨³Îµ¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ 4, ./¤.2 ¤. ¤. ¤. ¤. 6DB20 ¤¤ ª·¸µÎ ¡ºÊ ¸ É °Á®¨ÈÁ¦·¤ As = 6(3.14 =18. ¤.2 ¨³ªµ¤¨¹¦³··¨ d = 50-(5+2.5) = 42.50 ¤. ´º É ° U = As/(bd) = 18.84/(25*42.50) = 0.01773 ¨³Îµ®¦´ f’c = 320 ./¤.2 ³Åo nµ E1 = 0.85-(0.05/70)(320-280) = 0.82 10 ´Ê ¸ É 1 : 媦·¤µÁ®¨ÈÁ¦·¤¤»¨µ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© · ¸ ¸ ¹ 6,120 · § 320 ·§ 0.85(0.82)¨¨ ¸¸ ¸¸¨¨ © 4,000 ¹© 6,120 4,000 ¹ 0.0337 ÁºÉ°µ U < Ub (0.01773 < 0.0337) ªnµ®oµ´ª·´ ÷ ¥Â¦¹ÁÈ ®¨´ (Tension failure) 11 ´Ê ¸ É 2 : 媪µ¤¨¹ °ÂªÂ³Á· µ a ®¦º° c a / E1 As f y 0.85 f ccb 18.84(4,000) 11.01 0.85(320)(25) 11.01 / 0.82 13.43 ¤. ¤. ´Ê ¸ É 3 : 媮µÃ¤Á¤r´ ¦³» µ Mn a· § As f y ¨ d ¸ 2¹ © 11.01 · § (18.84 )(4,000 )¨ 42.50 ¸ / 100 2 ¹ © 27,879.43 .-¤. 12 ´ª°¥nµ¸É 2 媮µÃ¤Á¤r¦³» °®o µ´´¦¼ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸ Ánµ´ ./¤. ¨³Îµ¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ 4, ./¤.2 ¤. ¤. ¤. ¤. 6DB25 ¤¤ ª·¸µÎ ¡ºÊ ¸ É °Á®¨ÈÁ¦·¤ As = 6(4.91) = 29.46 ¤.2 ¨³ªµ¤¨¹¦³··¨ d = 50-(5+2.5) = 42.50 ¤. ´º É ° U = As/(bd) = 29.46/(25*42.50) = 0.0277 ¨³Îµ®¦´ f’c = 240 ./¤.2 ³Åo nµ E1 = 0.85 13 ´Ê ¸ É 1 : 媦·¤µÁ®¨ÈÁ¦·¤¤»¨µ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© · ¸ ¸ ¹ 6,120 · § 240 ·§ 0.85(0.85)¨ ¸ ¸¨ © 4,000 ¹© 6,120 4,000 ¹ 0.0262 ÁºÉ°µ U > Ub (0.0277 > 0.0262) ªnµ®oµ´ª·´ ÷ ¥Â¦°´ÁÈ ®¨´ (compression failures) ´Ê ¸ É 2 : 媪µ¤¨¹ °ÂªÂ³Á· µµ¦Âo¤µ¦ 0.85 f ccE1cb ª § d c ·º As E s «0.003¨ ¸» © c ¹¼ ¬ ´º É ° 0.85(240)(0.85)(25)c (29.46)(2.04 u 106 )ª«0.003§¨ 42.50 c ·¸º» c © ¹¼ ¬ ³Åo c 26.11 ¤. ´Ê ¸ É 3 : 媮µÃ¤Á¤r´ ¦³» µ Mn E c· § 0.85 fccE1cb¨ d 1 ¸ 2 ¹ © 0.85 26.11 · § 0.85(240 )(0.85)(26.11)(25)¨ 42.50 ¸ / 100 2 © ¹ 35,544.35 .-¤. 14 5.3 o°Îµ®Îµ®¦´´ª¼Îʵ®´ ¨³´ª¼¨Îµ¨´ ´ª¼Îʵ®´µ¤¤µ¦µÎµ®¦´°µµ¦°¦¸ Á¦· ¤Á®¨ÈÃ¥ª·¸µÎ ¨´¦³¨´¥ ° ª.. ¸ 2538 U= 1.4D+1.7L Ã¥¸É U º° ε¨´¸É°o µ¦ (UHTXLUHG VWUHQJWK ' º° Îʵ®´¦¦»¸É / º° Îʵ®´¦¦»¦ oµ¤¸Â¦¨¤¦n ª¤oª¥³o°®µÎµ¨´¸É°o µ¦µnµ¼» °´Êµ¤¤µ¦ º° U=0.75(1.4D+1.7L+1.7W) U=0.9D+1.3W Ã¥¸É : º° ¦¨¤ 15 nµ´ª¼¨Îµ¨´ (I) µ¤¤µ¦µÎµ®¦´°µµ¦°¦¸ Á¦· ¤Á®¨ÈÃ¥ª·¸µÎ ¨´ ¦³¨´¥ ° ª.. ¸ 2538 ¦¸1ɸ ¦¸2ɸ 1. äÁ¤r ´ ¸ÅÉ ¤n ¤Â¸ ¦µ¤ÂªÂ 2. ¦¹µ¤ÂªÂ¨³Â¦¹µ¤ÂªÂ¸É¤¸ äÁ¤r ´ ¦n ª¤o ª¥ 3. ¦°´µ¤ÂªÂ ¨³Â¦°´µ¤ÂªÂ¸É¤¸ äÁ¤r ´ ¦n ª¤o ª¥ -Î µ®¦´·Ên ªÁ®¨ÈÁ¦·¤¨°Á¨¸¥ª -Î µ®¦´·Ên ªÁ®¨È¨°Á¸¥É ªÂ¨³°ºÉ Ç 4. ¦Áº°Â¨³Â¦· 5. ¦µ°¦¸ 0.9 0.9 0.8 0.8 0.75 0.70 0.85 0.70 0.65 0.60 0.75 0.60 ®¤µ¥Á®»-Ä®o Äo ´ª¼¨Îµ¨´Ä¦¸ ¸É1Á¤ºÉ°µ¦n °¦o µ¤¸µ¦ª»¤µÁÈ °¥n µ¸ ¨³¤¸µ¦ª»¤ »£µ¡ °ª´» ¤·³´ÊÄ®o Äo ´ª¼¨Îµ¨´Ä¦¸ ¸É 2 16 ´ª°¥nµ¸É 3 µµ¸ÉµÎ ®Ä®o媮µÎʵ®´¦¦»¦ wL ¸Éµµ¤µ¦¦´ÅoÃ¥ ¨°£´¥ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸Ánµ´ ./¤.2 ¨³Îµ¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ 3, ./¤.2 µÁÈ µnªÁ¸¥ª¥µª 4 m ¤. W ¤. 4m 2DB20 ¤¤ ¤. ª·¸µÎ ¡ºÊ ¸ É °Á®¨ÈÁ¦·¤ As = 2(3.14) = 6.28 ¤.2 ¨³ªµ¤¨¹¦³··¨ d = 40-5 = 35.00 ¤. ´º É ° U = As/(bd) = 6.28/(20*35) = 0.0089 ¨³Îµ®¦´ f’c = 240 ./ ¤.2 ³Åoµn E1 = 0.85 17 ´Ê ¸ É 1 : 媦·¤µÁ®¨ÈÁ¦·¤¤»¨µ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© · ¸ ¸ ¹ 6,120 · § 240 ·§ 0.85(0.85)¨ ¸¨ ¸ © 3,000 ¹© 6,120 3,000 ¹ 0.0387 ÁºÉ°µ U Ub (0.0089 < 0.0387) ªnµ®oµ´ª·´ ÷ ¥Â¦¹ÁÈ ®¨´ (Tension failures) ´Ê ¸ É 2 : 媪µ¤¨¹ °¨n°¦´®nª¥Â¦°´ µ a As f y 0.85 f ccb 6.28(3,000) 0.85(240)(20) 4.62 ¤. ´Ê ¸ É 3 : 媮µÃ¤Á¤r´ ¦³» µ Mn a· § As f y ¨ d ¸ 2¹ © 4.62 · § (6.28)(3,000 )¨ 35.00 ¸ / 100 2 ¹ © 6,158.80 .-¤. 18 ´Ê ¸ É 4 : εªÃ¤Á¤r´ ¼»¸ÁÉ · ¹Ê wD wu (0.20 u 0.40)(2,400 ) 192 1.4w D 1.7wL 1.4(192) 1.7wL ./¤. 268.80 1.7wL (Îʵ®´¦¦»¸)É ./¤. (Îʵ®´¦¦»¦³¨´¥) äÁ¤r´ ¼»Îµ®¦´µ°¥nµnµ¥ Mu [268.50 1.7 wL ](4) 2 8 wu L2 8 ´Ê ¸ É 5 : ¤»¨Ã¤Á¤r µ M u d IM n 537 3.4wL 537 3.4 wL .-¤. ´º É ° 0.9(6,158.80) ³ÅoÊε®´¦¦»¦¼»Ánµ´ wL 1,472.33 ./¤. 19 5.4 µ¦°°Â®o µ´µ¸¤É Á¸ ®¨ÈÁ¦·¤¦´Â¦¹Á¡¸¥°¥n µÁ¸¥ª ®¨´Äµ¦°°Â 'HVLJQ VWUHQJWK > 5HTXLUHG VWUHQJWK Ã¥¸ÉµÎ ¨´ °°Â®µÅoµµ¦¼Îµ¨´¦³» oª¥´ª¼¨Îµ¨´ (I) IM n t M u ¤µ¦µ ª.. ¨³¤µ¦µ $&, 宦· ¤µÁ®¨È¼ » U max 0.75U b Á¡ºÉ°o°µ¦Ä®o®oµ´¤¸ªµ¤Á®¸¥ªÁ¡¸¥¡° ´´Êµ¦°°Â³o°Ä®o¦· ¤µÁ®¨È Á¦· ¤®oµ´ U < Umax ®¦º ° 0.75Ub Ã¥¸É Umax ®µÅoµ U 0.75ª« 0.85 f cE §¨¨ 6120 ·¸¸º» max c «¬ fy 1 © 6120 f y ¹»¼ Á¡ºÉ°o °´Ã¤Á¤r¦³¨´¥ Mn ¤¸µn o°¥ªnµÃ¤Á¤rɸµÎ Ä®o°¦¸ Á¦·É ¤Â¦oµª Mcr ¨³o °´µ¦ª·´ ·´ ¸´ Ä ª.. 宦· ¤µÁ®¨ÈÁ¦· ¤Îɵ» ´¸Ê U min 14 fy 20 ª·¸µ¦°°Â 1. ¤¤»·¦· ¤µÁ®¨È ¨oª εª µ®oµ´ 2. ¤¤»· µ®oµ´ ¨oª 媦· ¤µÁ®¨ÈÁ¦· ¤¸É°o µ¦ 21 0.85 f ccab µ¤»¨ °Â¦ C=T a· § T¨d ¸ 2¹ © ª U §¨ f y ·¸ º» « Ubdf y d d 2 ¨ 0.85 f c ¸ » « c ¹ ¼ © ¬ ª U§ f ·º y ¸»bd 2 Uf y «1 ¨ c ¨ « 2 0.85 f ¸» c ¹¼ © ¬ Mn m ´´Ê ³Åoªµn fy 0.85 f cc Ubdf y § fy · ¸d U¨ c¸ ¨ © 0.85 f c ¹ a ε®Ä®o As f y ¨³ Mn R Rbd 2 fy · § Uf y ¨¨ 1 0.59U ¸¸ f cc ¹ © Mn Mu / I R R m· § Uf y ¨ 1 U ¸ 2¹ © ®¦º ° bd 2 ¹É ÁÈ ¤µ¦¸ÉÄoµÎ ®¦´®µ µ °®oµ´µÁ¤ºÉ°Îµ®Ã¤Á¤r¦³»¸É o°µ¦ Mn ¨³ ¦· ¤µÁ®¨ÈÁ¦· ¤ U (Äo µ¦¤¤»· U d U d )U min max 22 ´Ê °µ¦°°ÂµÃ¥µ¦¤¤»·¦· ¤µÁ®¨È Á¦· ¤ x x x x x x x εªÃ¤Á¤r ¸Éo°µ¦ Mu ¤¤»·¦· ¤µÁ®¨ÈÁ¦· ¤ U U d U d U f m· § U U R f 1 εªn µ m ¨³ R m ¸ ¨ c 2¹ © 0.85 f 媪µ¤¨¹µ d å宪µ¤ªo µµ b d M n Rb ®µ¦· ¤µÁ®¨ÈÁ¦· ¤ As Ubd εªÎµ¨´¦´ äÁ¤r ¦³» °®o µ´ M A f §¨ d a ·¸ a 2¹ © Á¦¸ ¥Á¸¥ Mn>Mu/I min max y y c n s y Mu / I Rb As f y c 0.85 f c b 23 Ħ¸ ɸµÎ ® µ®oµ´µ EG ¤µÄ®o¡¦o°¤´Ã¤Á¤r¦³» µ¤µ¦®µ¦· ¤µÁ®¨ÈÁ¦· ¤ U Åo´ ¸Ê R U Mn Mu / I bd 2 bd 2 1 §¨ 2mR ·¸ 1 1 ¨ m© f y ¸¹ As Ubd R m· § Uf y ¨ 1 U ¸ 2¹ © 24 ´ª°¥nµ¸É 4 °°Âµ°¦¸Á¦· ¤Á®¨È宦´µnªÁ¸¥ª¥µª 5 Á¤¦ ¦´Îʵ®´ ¦¦»¸ÉÁnµ´ 2,500 ./¤ ¥´Å¤n¦ª¤Îʵ®´µ ¨³Îʵ®´¦¦»¦ Ánµ´ 3, ./¤. ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸Ánµ´ ./¤.2 ¨³Îµ¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ 4, ./¤.2 b h As = ?? 5 Á¤¦ ´Ê ¸ É 1 : εªÃ¤Á¤r´ ¼» Ã¥Á¦·¤É µµ¦ µ¤¤»®· oµ´ (Á¡º°É ¦³¤µ Îʵ®´µ) ¦³¤µ®oµ´µ¸É ªµ¤¥µª 5 Á¤¦ Äoªµ¤¨¹®oµ´ 60 ¤. (¦³¤µÁ¤¦ ¨³ 10 ¤.) ¨³ªµ¤ªoµÁnµ´ 25 ¤. w D (0.25 u 0.60)(2,400 ) 360 2,500 2,860 ./¤. ./¤. wL 3,200 25 Îʵ®´¦¦»¦³¨´¥ wu 1.4 wD 1.7 wL 1.4(2,860) 1.7(3,200) 9,444 ./¤. äÁ¤r´ ¦³¨´¥¼» (¨µµ) Mu wu L2 / 8 9,444 u 52 / 8 29,513 .-¤. ´º É °®oµ´µo°Îµ¨´oµµÃ¤Á¤r´ ¦³»°¥nµo°¥ Mn Mu /I 29,513 / 0.9 32,792 .-¤. ´Ê ¸ É 2 : °°Â®oµ´ 宦´ f’c = 280 ./¤.2 ³Åoµn E1 = 0.85 ¡·µ¦µ¦·¤µ Á®¨ÈÁ¦·¤¸®É oµ´¤»¨ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© · ¸ ¸ ¹ 6,120 · § 280 ·§ 0.85(0.85)¨ ¸ ¸¨ © 4,000 ¹© 6,120 4,000 ¹ 0.03058 26 ¦·¤µÁ®¨ÈÁ¦·¤¼» U max ¦·¤µÁ®¨ÈÁ¦·¤Îɵ» U min 0.75 Ub 14 / f y Á¨º°¦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´ εªnµ R m R µ Mn Rbd 2 U 0.75(0.03058 ) 14 / 4,000 U max 0.0035 0.02294 Uf y (1 0.5 Um) f y /(0.85 fcc ) 4,000 /(0.85 u 280 ) 16.81 0.02294 u 16.81 · § 0.02294(4,000 )¨1 ¸ 2 © ¹ ´Ê º° 0.02294 bd 2 宦´nµ b = 25 ¤. ³Åo Mn / R d 44,272 25 74.07 32,792 u 100 / 74.04 42.08 ./¤.2 44,272 ¤.3 ¤. Äoµ µ 25 ¤. X 50 ¤. Ã¥¤¸ d = 42.50 ¤. ¦·¤µÁ®¨ÈÁ¦·¤¸É °o µ¦ As = Ubd = 0.02294x25x42.08 = 24.13 ¤.2 ´´Ê 27 2 ÄoÁ®¨È 5DB25 ¤¤. (As = 24.55 ¤. ) ´Ê ¸ É 3 : ¦ª°Îµ¨´ °®oµ´ (ª·Á¦µ³®r®oµ´) ¤. ¤. ¤. ¤. 5DB25 ¤¤ 媪µ¤¨¹ °¨n°¦´®nª¥Â¦°´ µ a As f y 0.85 fccb 24.55(4,000 ) 0.85(280 )(25) 16.50 ¤. 媮µÃ¤Á¤r´ ¦³» µ Mn a· § As f y ¨ d ¸ 2¹ © 16.50 · § (24.55)(4,000 )¨ 42.50 ¸ / 100 2 ¹ © nµ¸ÅÉ o¤µªnµ 32,792 .-¤. ÄoÅo!! 33,634 .-¤. 28 ´ª°¥nµ¸É 5 °°Âµ¨µ¥¥ºÉ oµÁ¸¥ª´¦¼ µ¦´Îʵ®´¦¦»¸É 3, ./¤. (¥´Å¤n¦ª¤Îʵ®´µ ¨³Îʵ®´¦¦»¦ 2, ./¤ ε®Ä®oµÎ ¨´°´ ¦³¨´¥ °°¦¸Ánµ´ ./¤.2 ¨³Îµ¨´¦µÁ®¨ÈÁ¦· ¤ 4, ./¤.2 A B 3m 8m 28,205kg 24,615 kg SFD 3.44m -37,435 kg 48,513 kg-m BMD 29 -36,923 kg-m ª· ¸µÎ : ¦³¤µÎʵ®´µ Ã¥¤¤·®oµ´Ánµ´ 30 ¤. x 60 ¤. µ¤µ¦Îµª®µÎʵ®´ ¦¦»¦³¨´¥ ¨³µ¤µ¦Á ¸¥´£µ¡Ã¤Á¤r´ Á¡º°É ®µÃ¤Á¤r¦³¨´¥¼»ÄÂn¨³®oµ´´ ¦¼ wu 1.4w D 1.7wL 1.4[(0.3 u 0.6 u 2,400 ) 3,000 ] 1.7(2,000 ) 8,205 ./¤. ´Ê ¸ É 1 : °°Â®oµ´¦´Ã¤Á¤rª (ÁºÉ°µÃ¤Á¤rª¤µªnµÃ¤Á¤r¨) 宦´ f’c = 320 ./¤.2 ³Åoµn E1 = 0.85-(0.05/70)(320-280) = 0.82 ¦·¤µÁ®¨ÈÁ¦·¤¸®É oµ´¤»¨ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© · ¸ ¸ ¹ 6,120 · § 320 ·§ 0.85(0.82)¨ ¸ ¸¨ © 4,000 ¹© 6,120 4,000 ¹ ¦·¤µÁ®¨ÈÁ¦·¤¼» U max 0.75Ub ¦·¤µÁ®¨ÈÁ¦·¤Îɵ» U min 14 / f y Á¨º°¦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´ U 0.75(0.0337) 14 / 4,000 0.0337 0.02534 0.0035 0.022 30 R εªnµ m Mn f y /(0.85 fcc ) 4,000 /(0.85 u 320 ) 14.71 0.02294 u 14.71 · § 0.022(4,000 )¨1 ¸ 2 © ¹ R µ Uf y (1 0.5 Um) Rbd 2 bd 2 ´Ê º° 宦´nµ b = 30 ¤. ³Åo Mn / R 73,079 30 d 73.76 ./¤.2 48,513 u 100 /(0.9 u 73.76) 49.36 73,079 ¤.3 ¤. Äoµ µ 30 ¤. X 60 ¤. Ã¥¤¸ d = 49.36 ¤. ¦·¤µÁ®¨ÈÁ¦·¤¸É °o µ¦ As = Ubd = 0.022x30x49.36 = 32.58 ¤.2 ´´Ê ÄoÁ®¨È 6DB25 +2DB16 ¤¤. (As = 33.48 ¤.2) ¹É ¤¸ d = 52.5 ¤. 31 ´Ê ¸ É 2 : °°Â®oµ´¦´Ã¤Á¤r¨ (ε®®oµ´¤µÄ®o¨oªµÃ¤Á¤rª) ÁºÉ°µµ¤¸ µ 30 ¤. x 60 ¤. R Mn Mu bd Ibd 2 36,923 u 100 2 0.9 u 30 u 52.52 49.62 ./¤.2 媦·¤µÁ®¨ÈÁ¦·¤µ¤µ¦ U 1 §¨ 2mR 1 1 m¨ fy © · ¸ ¸ ¹ 1 §¨ 2 u 14.71 u 49.62 ·¸ 1 1 ¸ 14.71 ¨© 4,000 ¹ 0.01381 ¹É ¤¸µn ¤µªnµ¦·¤µÁ®¨ÈÁ¦·¤Îɵ» O.K. ¦·¤µÁ®¨ÈÁ¦·¤¸É °o µ¦ As = Ubd = 0.01381x30x52.50 = 21.75 ¤.2 ´´Ê ÄoÁ®¨È 5DB25 ¤¤. 1 2 (As = 24.55 ¤.2) ®o µ´ 1 2DB25 ®o µ´ 2 5DB25 5 ¤. 5 ¤. 5 ¤. 5 ¤. 5 ¤. 5 ¤. 6DB25 + 2DB16 2DB25 1 8 Á¤¦ 2 3 Á¤¦ 32 5.5 µ¦ª·Á¦µ³®r ®o µ´µ¸¤É ¸Á®¨ÈÁ¦·¤¦´Â¦¹Â¨³Â¦°´ Á¤ºÉ°®oµ´µ¼Îµ´ µÂ¨³ªµ¤¨¹ µ°µÎµÁÈ o° °°ÂÁ®¨ÈÁ¦· ¤¦´Â¦¹Â¨³Â¦°´¦n ª¤´ o°Îµ® °µ¦ª·´ · °µ¸É¤¸Á®¨ÈÁ¦· ¤¦´Â¦¹Â¨³Â¦°´ Á®¤º°´µ¸É¤¸Á®¨ÈÁ¦· ¤¦´Â¦¹Á¡¸¥°¥nµÁ¸¥ª º°µ³º° ªnµª·´ ·Á¤ºÉ°®nª¥µ¦®´ªÄµ¤¸nµÁnµ´ 0.003 µ¦ª·´ ·µ¤µ¦ ÂnÁÈ 3 · Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ ĵ·´ ·µ¦ª·´ ·¸É» Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ ¤»¨ÁÈ ÅÅo¥µ¤µ Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ -µ¦ª·´ ·É¸»¤»¨ -µ¦ª·´ ·ÁºÉ°µÂ¦¹ÁÈ ®¨´ Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ -µ¦ª·´ ·ÁºÉ°µÂ¦°´ÁÈ ®¨´ Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ 33 0.003 H s b H y H sc < 0.85f cc H C = 0.003 d' As’ cb Cs a = E1cb H sc ®¦º ° ! H y Cc d d - ab As Hs = H y cb V = f § 6120 ¨ ¨ 6120 f y © s · ¸d ¸ ¹ / . µ¦ª·´· ɸ »¤»¨ H c Mn N. A. 2 T y ¦¸¸É 1 µ¦ª·´ ·¸É»¤»¨Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ Hc 0.003 Hs Hy CC C S 0.85 f c cE1c bb Asc f y H sc t H y T As f y cb ( As Asc ) f y 0.85 f cE b c 1 34 a · § Cc ¨ d b ¸ C s d d c 2 ¹ © Mn Ec · § 0.85 f ccE1cb b¨ d 1 b ¸ Asc f y d d ' 2 ¹ © ¦¸2ɸ µ¦ª·´ ·¸É»¤»¨Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ Hc C c Cs Hy H sc < H y 0.003 Hs T 0.85 f ccE1cb b Asc E s Hcs § c dc · ¸¸ 0.003¨¨ b c b © ¹ § c dc · ¸¸ 0.85 f ccE1cb b Asc E s 0.003¨¨ b c b © ¹ As f y Hcs As f y 6ROYH IRU Fb DQG Hcs ε¨´¦³»Äµ¦¦´Ã¤Á¤r Mn Mn Ec · § 0.85 f ccE1cb b¨ d 1 b ¸ Asc E s Hcs d d ' 2 ¹ © 35 °´¦µn ªÁ®¨ÈÁ¦· ¤¤»¨ ¦¸ ¸ÉÁ®¨ÈÁ¦· ¤¦´Â¦°´¦µ Ub 0.85 f ccE1 §¨ 6120 ¨ 6120 f y fy © · ¸ Uc ¸ ¹ ¦¸ ¸ÉÁ®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ Ub 0.85 f ccE1 §¨ 6120 ¨ 6120 f y fy © · Vcs ¸ Uc ¸ fy ¹ 36 . µ¦ª·´Á· ºÉ°µÂ¦¹ÁÈ ®¨´ Hc Hs ! H y 0.003 b 0.85f cc H C =0.003 d' H sc c As’ H sc < ®¦º ° !Hy Cs a= E1 c Cc Mn d N. A. d- a /2 As Vs Hs ! H y T fy ¦¸¸É 1 µ¦ª·´ ·ÁºÉ°µÂ¦¹ÁÈ ®¨´Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ Hc 0.003 H s > H y , H sc t H y C c Cs T 0.85f ccE1cb Acs f y Asf y 6ROYH IRU F ε¨´¦´Ã¤Á¤r¦³» Mn a· § C c ¨ d ¸ C s d d c 2¹ © E c· § 0.85 f ccE1cb¨ d 1 ¸ Asc f y d d ' 2 ¹ © Mn 37 ¦¸2ɸ µ¦ª·´ ·ÁºÉ°µÂ¦¹ÁÈ ®¨´Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ Hc 0.003 H s > H y , H sc < H y C c Cs T 0.85f ccE1cb Acs E s Hcs Hcs Asf y § c dc · 0.003¨ ¸ © c ¹ § c dc · 0.85f ccE1cb Acs E s 0.003¨ ¸ © c ¹ Asf y 6ROYH IRU F DQG Hcs ε¨´¦³»Äµ¦¦´Ã¤Á¤r Mn Mn E c· § 0.85 f ccE1cb¨ d 1 ¸ Asc E s H sc d d ' 2 ¹ © 38 . µ¦ª·´Á· ºÉ°µÂ¦°´ÁÈ ®¨´ Hc H s < H y , H sc < 0.003 b 0.85fc’ H =0.003 C d' As’ Cs H sc c ®¦º ° ! H y Cc a= E c 1 Mn d N. A. d-a/ 2 Vs As E s Hs Hs H y T ¦¸¸É 1 µ¦ª·´ ·ÁºÉ°µÂ¦°´ÁÈ ®¨´Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ Hc C c Cs 0.85f ccE1cb Acs f y H sc t H y Hs H y 0.003 T A s E s Hs ε¨´¦³»Äµ¦¦´Ã¤Á¤r, §dc· A s E s 0.003¨ ¸ © c ¹ 6ROYH IRU F E c· § 0.85 f ccE1cb¨ d 1 ¸ Asc f y d d c 2 ¹ © Mn 39 ¦¸¸É 2 µ¦ª·´ ·ÁºÉ°µÂ¦°´ÁÈ ®¨´Ã¥Á®¨ÈÁ¦· ¤¦´Â¦°´Å¤n¦µ Hc 0.003 H sc H y Hs H y C c Cs T 0.85f ccE1cb Acs E s Hcs Hcs § c dc · 0.003¨ ¸ © c ¹ A s E s Hs Hs § c dc · 0.85 f ccE1cb Asc E s 0.003¨ ¸ © c ¹ §dc· 0.003¨ ¸ © c ¹ §d c· As E s 0.003¨ ¸ © c ¹ 6ROYH IRU F DQG Hcs ε¨´¦³»Äµ¦¦´Ã¤Á¤r, Mn E c· § 0.85 f ccE1cb¨ d 1 ¸ Asc EsH sc d d c 2 ¹ © 40 5. ¤µ¦Îµ®¦´¦ª°µ¦¦µ °Á®¨ÈÁ¦· ¤¦´Â¦¹Â¨³Á®¨ÈÁ¦· ¤ ¦´Â¦°´ ¤µ¦¦ª°Á®¨ÈÁ¦· ¤¦´Â¦¹¦µ®¦º °Å¤n U Uc d 0.85 f ccE1 §¨ 6120 ¨ 6120 f y fy © · ¸ ¸ ¹ Á®¨ÈÁ¦· ¤¦´Â¦¹¦µ ¤µ¦¦ª°Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ®¦º °Å¤n U Uc t 0.85 f ccE 1 § d c ·§¨ 6120 ¨ ¸¨ fy © d ¹© 6120 f y · ¸ ¸ ¹ Á®¨ÈÁ¦· ¤¦´Â¦°´¦µ ¤µ¦´Ê°¤¤»·ªµn Á®¨ÈÁ¦· ¤¦´Â¦¹Â¨³¦´Â¦°´¦µ ª¦¦ª°oª¥ 41 ´ª°¥nµ¸É 6 εªÎµ¨´¦³»Äµ¦¦´Ã¤Á¤r Mn °®o µ´µ¸ÉµÎ ®Ä®o´ ¦¼ ε¨´°´¦³¨´¥ °°¦¸Ánµ´ ./¤.2 ε¨´¦µ °Á®¨ÈÁ¦· ¤ Ánµ´ ./¤.2 ¤. ¤. 3DB20 ¤¤ ¤. ¤. 6DB20 ¤¤ ¤. ª· ¸µÎ ¡ºÊ ¸ É °Á®¨ÈÁ¦·¤ As = 6(3.14 =18. ¤.2 ¨³ A’s = 3(3.14) =9.42 ¤.2 ªµ¤ ¨¹¦³··¨ d = 50-(5+2.5) = 42.50 ¤. ¨³ d’ = 5 ¤. ³Åo U = As/(bd) = 18.84/(30*42.50) = 0.01478 ¨³ U’ = A’s/(bd) = 9.42/(30*42.50) = 0.00739 ¨³ 宦´ f’c = 320 ./¤.2 ³Åoµn E1 = 0.82 42 ´Ê ¸ É 1 : ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦¹ § fcc ·§ 6,120 · ¸¨ ¸ ¨ f y ¸¨ 6,120 f y ¸ © ¹© ¹ 00 )(6,120 /( 6,120 4,000 )) 0.01478 0.00739 d 0.85(0.82)(320 / 4,000 0.00739 d 0.03378 ¦· ! U U c d 0.85E1 ¨ ¤µ¦ÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦¹¦µ! ´Ê ¸ É 2 : ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦°´ § d c ·§¨ f cc ·¸§¨ 6,120 ·¸ ¸ © d ¹¨© f y ¸¹¨© 6,120 f y ¸¹ 0.01478 0.00739 t 0.85(0.82)(5 / 42.5)(3200 / 4,000 000)(6,1120 /(6,120 4,000)) Ťn ¦· ! 0.00739 0.01894 U U c t 0.85E1 ¨ ¤µ¦Å¤nÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦°´Å¤n¦µ! 43 ´Ê ¸ É 3 : 媪µ¤¨¹ °ÂªÂ³Á· µ ª § c d c ·º 0.85 fccE1cb Asc E s «0.003¨ ¸» © c ¹¼ ¬ ª § c 5 ·º 0.85(320 )(0.82)(30)c (9.42)(2.04 u 10 6 )«0.003¨ ¸» © c ¹¼ ¬ Âo¤µ¦ oµo³Åo c 8.02 As f y (18.84 )(4,000 ) ¤. ´Ê ¸ É 4 : εªÃ¤Á¤r´ ¦³» Ã¥¡·µ¦µªµ¤Á¦¸¥ÄÁ®¨ÈÁ¦·¤¦´Â¦°´ H sc § c dc · 0.003¨ ¸ © c ¹ § 8.02 5 · 0.003¨ ¸ © 8.02 ¹ 0.00113 ε¨´ °®oµ´Îµªµ ³Åo Mn E c· § 0.85 fccE1cb¨ d 1 ¸ Asc E sH sc (d d c) 2 ¹ © ª º§ 1 · 0.82 u 8.02 · § 6 ¸ (9.42)(2.04 u 10 )(0.00113)(42.5 5)» ¨ ¸ «0.85(320)(0.82)(8.02)(30)¨ 42.5 2 © ¹ ¬ ¼ © 100 ¹ 29,185.51 .-¤. Mn 44 ´ª°¥nµ¸É 7 εªÎµ¨´¦³»Äµ¦¦´Ã¤Á¤r Mn °®o µ´µ¸ÉµÎ ®Ä®o´ ¦¼ ε¨´°´¦³¨´¥ °°¦¸Ánµ´ 240 ./¤.2 ε¨´¦µ °Á®¨ÈÁ¦· ¤ Ánµ´ ./¤.2 ¤. ¤. 2DB16 ¤¤ ¤. ¤. 6DB25 ¤¤ ¤. ª· ¸µÎ ¡ºÊ ¸ É °Á®¨ÈÁ¦·¤ As = 6(4.91 = 29. ¤.2 ¨³ A’s = 2(2.01) = 4.02 ¤.2 ªµ¤ ¨¹¦³··¨ d = 50-(5+2.5) = 42.50 ¤. ¨³ d’ = 5 ¤. ³Åo U = As/(bd) = 29.46/(25*42.50) = 0.02773 ¨³ U’ = A’s/(bd) = 4.02/(25*42.50) = 0.00378 ¨³ 宦´ f’c = 240 ./¤.2 ³Åoµn E1 = 0.85 45 ´Ê ¸ É 1 : ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦¹ § fcc ·§ 6,120 · ¸¨ ¸ ¨ f y ¸¨ 6,120 f y ¸ © ¹© ¹ 40 / 4,000 0 ))(6,120 /( 6,120 4,000 )) 0.02773 0.00378 d 0.85(0.85)(240 ¦· ! 0.02395 d 0.02622 U U c d 0.85E1 ¨ ¤µ¦ÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦¹¦µ! ´Ê ¸ É 2 : ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦°´ § d c ·§¨ fcc ·¸§¨ 6,120 ¸ © d ¹¨© f y ¸¹¨© 6,120 f y · ¸ ¸ ¹ 0.02773 0.00378 t 0.85(0.85)(5 / 42.5)(240 / 4,000 )(6,120 /(6,120 4,000 )) 0.02395 t 0.01472 ¦· ! U U c t 0.85E1 ¨ ¤µ¦ÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦°´¦µ! 46 ´Ê ¸ É 3 : 媪µ¤¨¹ °ÂªÂ³Á· µ 0.85f ccE1cb Acs f y ( As Asc ) f y c ´ ɺ° c 23.47 Asf y 0.85 fccbE1 (29.46 4.02)(4,000 ) 0.85(240 )(25)(0.85) ¤. ´Ê ¸ É 4 : εªÃ¤Á¤r´ ¦³» µ Mn ³Åo Mn E c· § 0.85 fccE1cb¨ d 1 ¸ Asc f y (d d c) 2 ¹ © ª º§ 1 · 0.85 u 23.47 · § ¸ (4.02)(4,000 )(42.5 5)»¨ ¸ «0.85(240 )(0.85)(23.47)(25)¨ 42.5 2 © ¹ ¬ ¼© 100 ¹ 39,121.99 .-¤. 47 5.7 o °Îµ®Äµ¦°°Â®o µ´µ¸¤É ¸ Ê´ Á®¨ÈÁ¦·¤¦´ ¦¹Â¨³Â¦°´ x ¦· ¤µÁ®¨ÈÁ¦· ¤¦´Â¦¹Ä®o µ´µ¸É¤¸´ Ê Á®¨ÈÁ¦· ¤¦´Â¦¹Â¨³Â¦°´ ³o°Å¤nÁ· U max 0.75 0.85 f ccE1 §¨ 6120 ¨ 6120 f y fy © · ¸ Uc Vcs ¸ fy ¹ x ¦· ¤µÁ®¨ÈÁ¦· ¤¦´Â¦¹ÎµÉ »Å¤no°¥ªnµ 14/fy x µ¦°°Âª¦Ä®oÁ®¨È¦´Â¦¹Â¨³Á®¨È¦´Â¦°´¦µ U Uc t 0.85 f ccE1 § d c ·§¨ 6120 ¨ ¸¨ fy © d ¹© 6120 f y · ¸ ¸ ¹ 48 M u /I Mn b H =0.003 Mn1 Mn2=Mn-Mn1 0 . 85 fc’ 0 .85 fc’ C d' As’ cb Hs d Cs c Cs Cc Cc a= E1 c Mn As’ d- a/2 d-d’ Mn2 Mn1 As Hs = H y U U1 d U max As1 T f As2 T2 T1 y U1 U Uc Uc U2 0.75 U b f c 6120 0.75(0.85E1 c ) f y 6120 f y ¦» As = As1 + As2, As2 = As’ T1 0.85 f ccab Cs T2 Acs Vcs A s 2 f y Cc a As1 f y Vcs As1 f y 0.85 f ccb fy o As 2 M n2 M n1 T1 (d a / 2) Cc (d a / 2) Acs Asc C sc (d d c) Asc f y (d d c) A S2 Mn2 f y (d d c ) 49 5. ª·¸µ¦°°Â®oµ´¸É¤¸Á®¨ÈÁ¦· ¤¦´Â¦¹Â¨³Â¦°´ ¦ª°ªnµ®oµ´o°µ¦Á®¨È¦´Â¦°´®¦º °Å¤n • ¤¤»· n µ U Ä®o ¤¸ n µ°¥¼n¦³®ªn µ 0.85 f ccE1 § d c ·§¨ 6120 ¨ ¸¨ fy © d ¹© 6120 f y x x x x ª · § ¸ d (U Uc) d 0.75« 0.85 f ccE1 ¨ 6120 ¸ ¨ 6120 f y fy «¬ ¹ © ®µn µ AS1 µ¤µ¦ As1 U1bd Án U1 ®µn µ Mn1 M ®µn µ Mn2 µ M n 2 M n M n1 Iu M n1 ®µn µ AS2 ¨³ AS’ Åo µ¤µ¦ Acs AS2 U max 0.75Ub ·º ¸» ¸» ¹¼ 0.75(0.85E1 f cc 6120 ) f y 6120 f y Mn2 f y (d d c ) ¦» As = As1 + As2, As2 = As’ 50 ´ª°¥nµ¸É 9 °°Â¦· ¤µÁ®¨ÈÁ¦· ¤Á¡ºÉ°Ä®oµ µ 25 ¤.x50 ¤ ¤¸µÎ ¨´¦³»Äµ¦ ¦´Ã¤Á¤r 0Q Ánµ´ 40, .-¤ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸ Ánµ´ 280 ./¤.2 ε¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ ./¤.2 ¤. ¤. ª· ¸µÎ ÁºÉ°µÃ¥rµÎ ®®oµ´¤µÄ®o´ ´Ê ¡·µ¦µ¦·¤µÁ®¨ÈÁ¦·¤ ¸É °o µ¦ (¦´Â¦¹) 宦´ f’c = 280 ./¤.2 ³Åoµn E1 = 0.85 ¡·µ¦µ¦·¤µÁ®¨ÈÁ¦·¤¸®É oµ´¤»¨ Ub § f c ·§ 6,120 0.85E1 ¨ c ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© ¦·¤µÁ®¨ÈÁ¦·¤¼» U max 6,120 · § 280 ·§ 0.85(0.85)¨ ¸ ¸¨ 4 , 000 6 , 120 4 , 000 ¹ ¹© © 0.75 Ub U min ¦·¤µÁ®¨ÈÁ¦·¤Îɵ» · ¸ ¸ ¹ 0.75(0.0306 ) 14 / f y 14 / 4,000 0.0306 0.0229 0.0035 51 ÁºÉ°µµ¤¸ µ 25 ¤. x 50 ¤. ¤¤·¦³¥³ d = 42.5 ¤. R Mn Mu bd Ibd 2 2 40,000 u 100 0.9 u 25 u 42.52 98.42 媦·¤µÁ®¨ÈÁ¦·¤µ¤µ¦ U 1 §¨ 2mR 1 1 ¨ m fy © · ¸ ¸ ¹ 1 §¨ 2 u 16.81 u 98.42 ·¸ 1 1 ¸ 16.81 ¨© 4,000 ¹ 0.04921 ¹É ¤¸µn ¤µªnµ¦·¤µÁ®¨ÈÁ¦·¤¤µ» 0.04921 > 0.0229 ´´Ê o°Á¦·¤Á®¨ÈÁ¦·¤¦´Â¦°´ 52 ´Ê ¸ É 1 : ¡·µ¦µ®oµ´ Mn1 åε®Ä®o¦·¤µÁ®¨ÈÁ¦·¤¦´Â¦¹Ä®oµ´¸ÊÁnµ´ U1 U max 0.02294 NOTE U1 U Uc ®¦º° As1 = Ubd = 0.02294(25x42.5) = 24.37 ¤.2 § ¦ª° 0.85 f ccE1 §¨ d c ·¸¨¨ fy 0.01718 0.85 2 u 6120 © d ¹© 6120 f y ª · § ¸ d U1 d 0.75« 0.85 f ccE1 ¨ 6120 ¸ ¨ 6120 f y fy «¬ ¹ © ·º ¸» ¸» ¹¼ ª 280 § 6120 280 5 6,120 ·º · § ¸» ¸¸ d 0.02294 d 0.75«0.852 u ¨¨ u u ¨¨ 4,000 © 6120 4,000 ¸¹ ¼ 4,000 42.5 © 6,120 4,000 ¹ ¬ 0.02294 ¤µ¦ÁÈ ¦·Âªnµ¦·¤µÁ®¨ÈÁ¦·¤ÄoÅo n°¤µÎµªÃ¤Á¤r °®oµ´ As1 f y a M n1 0.85 f ccb aº ª As1 f y « d » 2¼ ¬ 24.37 u 4000 16.38 cm 0.85 u 280 u 25 16.38 º ª (24.37)(4,000) « 42.5 2 »¼ ¬ 3,344,383.16 -¤. 53 ´Ê ¸ É 2 : ¡·µ¦µ®oµ´ Mn2 Ã¥µ¦®µ¨nªÁ· Mn2 = Mn – Mn1 = 40,000x100 – 3,344,383.16 ¹É Ánµ´ 655,616.84 -¤. 媦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´ Ã¥¤¤· d’ = 5 ¤. M n2 655,616.84 2 Asc As2 4.37 ¤. c f (d d ) (4,000 )(42.5 5) y ´Ê ¸ É 3 : ¦»¦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´¦ª¤ As As1 As2 Asc 24.37 4.37 4.37 28.74 ¤.2 ¤.2 宦´Á®¨ÈÁ¦·¤¦´Â¦¹Äo 6DB25 ¤¤. (As = 6(4.91) = 29.49 ¤.2 > 28.74 ¤.2) ¨³Îµ®¦´ Á®¨ÈÁ¦·¤¦´Â¦°´Äo 2DB20 ¤¤. (A’s = 2(3.14) = 6.28 ¤.2 > 4.37 ¤.2) ¤. ¤. 2DB20 ¤. ¤. ¤. 6DB25 54 ´Ê ¸ É 4 : ¦ª°®oµ´¨´ (ª·Á¦µ³®r®oµ´) ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦¹ § fcc ·§ 6,120 ¸¨ ¨ f y ¸¨ 6,120 f y © ¹© U U c d 0.85E1 ¨ · ¸ ¸ ¹ 6 u 4.91 2 u 3.14 d 0.85(0.85)(280 / 4,000 )(6,120 /( 6,120 4,000 )) 25 u 42.5 25 u 42.5 0.02182 d 0.03058 ¦· ! ¤µ¦ÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦¹¦µ! 55 ¦ª°µ¦¦µ °Á®¨ÈÁ¦·¤¦´Â¦°´ § d c ·§¨ fcc ·¸§¨ 6,120 ·¸ ¸ © d ¹¨© f y ¸¹¨© 6,120 f y ¸¹ 0.02182 t 0.85(0.85)(5 / 42.5)((280 / 4,000 )(6,120 /(6,120 4,000 )) 0.02182 t 0.01718 ¦· ! U U c t 0.85E1 ¨ ¤µ¦ÁÈ ¦·ÂªnµÁ®¨ÈÁ¦·¤¦´Â¦°´¦µ! 媪µ¤¨¹ °ÂªÂ³Á· µ c ( As Asc ) f y 0.85 fccbE1 (29.46 6.28)(4,000 ) 0.85(280 )(25)(0.85) 18.33 ¤. εªÎµ¨´¦³»³Åo Mn ª º§ 1 · 0.85 u 18.33 · § ¸ (6.28)(4,000 )(42.5 5)»¨ ¸ «0.85(280 )(0.85)(18.33)(25)¨ 42.5 2 © ¹ ¬ ¼© 100 ¹ 41,597.32 .-¤. ´ ɺ° 41,597.32 > 40,000 .-¤. O.K. 56 ´ª°¥nµ¸É 10 µµÄ´ª°¥nµ¸É °°Â¦· ¤µÁ®¨ÈÁ¦· ¤ Ã¥Äo µ®o µ ´µÁnµ´ ¤.x ¤. w' 3, (¥´Å¤n¦ª¤Îʵ®´µ) wL =2, ./¤.2 ε®Ä®o fc’ = ./¤.2 ¨³ fy = 4, ./¤.2 A B 3m 8m 27,857kg 24,312 kg 3.44m -36,975 kg 47,914 kg-m -36,468 kg-m 57 ª· ¸µÎ : µµ¦¦³¤µÎʵ®´µ Ã¥¤¤·®oµ´Ánµ´ 30 ¤. x 50 ¤. µ¤µ¦Îµª®µ Îʵ®´¦¦»¦³¨´¥ ¨³µ¤µ¦Á ¸¥´£µ¡Ã¤Á¤r´ Á¡º°É ®µÃ¤Á¤r¦³¨´¥¼»ÄÂn¨³®oµ´ ´¦¼ wu 1.4 u (0.3 u 0.5 u 2,400 3,000 ) 1.7 u 2,000 8,104 ./¤. ´Ê ¸ É 1 : °°ÂÁ®¨ÈÁ¦·¤Îµ®¦´Ã¤Á¤rª (äÁ¤rª¤µªnµÃ¤Á¤r¨) – ¡·µ¦µ®oµ´ Mn1 µ M+n = M+u/I = 47,914/0.9 = 53,238 .-¤. ¨³ E1 = 0.82 宦´ f’c = 320 ./¤.2 , R = M+n/bd2 = 98.24 ./¤.2 Ub § f c ·§ 6,120 · 0.85E1 ¨ c ¸¨ ¸ ¨ f y ¸© 6,120 4,000 ¹ © ¹ U max 0.75 U b 6,120 · § 320 ·§ 0.85(0.82)¨ ¸ ¸¨ © 4,000 ¹© 6,120 4,000 ¹ 0.0337 0.75 u 0.0337 0.0253 ¦ª°ªnµ®oµ´´¨nµªo°µ¦Á®¨ÈÁ¦·¤¦´Â¦°´®¦º°Å¤n µ U 1 §¨ 2mR 1 1 ¨ m fy © · ¸ ¸ ¹ 1 §¨ 2 u 14.71 u 98.24 1 1 ¨ 14.71 © 4,000 · ¸ ¸ ¹ 0.03218 ¹É ¤¸µn ¤µªnµ¦·¤µÁ®¨ÈÁ¦·¤¤µ» 0.03218 > 0.0253 ´´Ê o°µ¦Á®¨ÈÁ¦·¤¦´Â¦°´58 U1 ´´Ê Á¨º°Äo ¦ª° U max 0.75 U b 0.75(0.0337) 0.0253 0.85 f ccE1 § d c ·§¨ 6120 ¨ ¸¨ fy © d ¹© 6120 f y 0.01894 0.85(0.82) u ª · c § ¸ d U1 d 0.75« 0.85 f c E1 ¨ 6120 ¸ ¨ 6120 f y fy «¬ ¹ © ·º ¸» ¸» ¹¼ ª 320 5 6,120 320 § 6120 ·º · § u u ¨¨ ¸» ¨ ¸ d 00253 d 0.75«0.85(0.82) u ¨ ¸ 4,000 42.5 © 6,120 4,000 ¹ 4,000 © 6120 4,000 ¸¹¼ ¬ 0.0253 ¤µ¦ÁÈ ¦·Âªnµ¦·¤µÁ®¨ÈÁ¦·¤ÄoÅo n°¤µÎµªÃ¤Á¤r °®oµ´ 宦´ As1 = U1bd = 0.0253x(30x42.5) = 32.23 ¤.2 M n1 32.23 u 4000 18.06 cm 0.85 u 280 u 30 As1 f y a ª As1 f y « d ¬ 0.85 f ccb aº 2 »¼ 18.06 º ª (32.23)(4,000) « 42.5 2 »¼ ¬ 4,460,695.20 -¤. ´Ê ¸ É 2 : ¡·µ¦µ®oµ´ Mn2 Ã¥µ¦®µ¨nªÁ· Mn2 = Mn – Mn1 = 53,238x100 – 4,460,695.20 ¹É Ánµ´ 863,104.80 -¤. 媦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´ Ã¥¤¤· d’ = 5 ¤. Asc As 2 M n2 f y (d d c) 863,104.80 (4,000)(42.5 5) 5.76 ¤.2 59 ´Ê ¸ É 3 : ¦»¦·¤µÁ®¨ÈÁ¦·¤Ä®oµ´¦ª¤ As As1 As2 Asc 32.26 5.76 38.02 5.76 ¤.2 ¤.2 宦´Á®¨ÈÁ¦·¤¦´Â¦¹Äo 8DB25 ¤¤. (As = 8(4.91) = 39.28 ¤.2 > 38.02 ¤.2) ¨³Îµ®¦´ Á®¨ÈÁ¦·¤¦´Â¦°´Äo 2DB25 ¤¤. (A’s = 2(4.91) = 9.82 ¤.2 > 5.76 ¤.2) ´Ê ¸ É 4 : °°ÂÁ®¨ÈÁ¦·¤Îµ®¦´Ã¤Á¤r¨ (®oµ´¼Îµ®¤µÂ¨oª - 30 ¤. x 50 ¤. ¤¤·¦³¥³ d = 42.5 ¤.) µ M-n = M-u/I = 36.468/0.9 = 40,520 .-¤. < Mn1 ==> ÁÈ ®oµ´Â singly reinforced section R M n bd 2 40,520 u 100 30 u 42.5 2 74.78 媦·¤µÁ®¨ÈÁ¦·¤µ¤µ¦ U 1 §¨ 2mR 1 1 ¨ m fy © · ¸ ¸ ¹ 1 §¨ 2 u 14.71 u 74.78 ·¸ 1 1 ¸ 14.71 ¨© 4,000 ¹ 媦·¤µÁ®¨ÈÁ¦·¤µ¤µ¦ A-s = Ubd = 0.0224(30x42.5) = 28.58 ¤.2 Äo 6DB25 ¤¤. (A-s = 29.46 ¤.2) 0.0224 60 1 2 8 Á¤¦ 3 Á¤¦ 1 2 30 ¤. 30 ¤. 5 ¤. 2DB25 5 ¤. 5 ¤. 6DB25 50 ¤. 50 ¤. 5 ¤. 5 ¤. 2DB25 8DB25 5 ¤. ®o µ´ 2 ®o µ´ 1 ¦µ¥¨³Á°¸¥ °µÄ´ª°¥nµ¸É 10 61 5. µ¦ª·Á¦µ³®r®oµ´µ¦¼ ´ª T bE t h 2b0 bw 62 °®o µ´¤¸µÎ ¨´¦´Â¦°´¸ÉĨoÁ¸¥´ b b d N.A. d bw 63 Á¡·É ¤Îµ¨´¦´Â¦´Ã¥µ¦Á¡·É ¤ÁºÊ °¸É¦´ ¦°´ bf N.A. As steel area can be increased easily 64 ªµ¤ªoµ¦³· · ¨ ( b( ) 0.85 f cc b bE 0.85 f cc µ¦¦³µ¥®nª¥Â¦ÁÈ ¦¼ ¸É Á®¨¸É¥¤ºoµ µ¦¦³µ¥®nª¥Â¦µ¤§¬¸ 65 ªµ¤ªo µ¦³· ·¨, bE bE Interior T-section: 1) bE L / 4 Min. value 2) bE bw + 16t t bW 3) bE s s Exterior T-section: bE 1) bE bw + L / 12 0LQ value t 2) bE bw + 6t bW 3) bE (bw + s)/2 bE Isolated T-section: 1) bE bw 2) t ! bw/2 t s / ªµ¤¥µªnªµ bW 66 ε¨´¦´Â¦´ °®o µ´´ª T ¦¸É¸ 1: a < t ªµ¤¨¹ °®nª¥Â¦Á¸¥Ánµo°¥ªnµªµ¤®µ¸ µ bE Hc 0.003 C t N.A. d d - a/2 As T As fy Hs ! Hy bw [C T ] 0.85 f cc bE a a As f y As f y d t or As 0.85 f cc bE Mn 0.85 f cc 0.85 f cc bE a d bE t fy fy a a T (d ) C (d ) 2 2 67 ¦¸É¸ 2: a > t ªµ¤¨¹ °®nª¥Â¦Á¸¥Ánµ¤µªnµªµ¤®µ °¸ µ bE A2 / 2 N.A. A1 Hc 0.003 A2/2 t d  As Hs ! Hy C2 C1 d - a/2 d - t/2 T As fy bw C1 0.85 f cc bw a and T As f y a T C2 0.85 f cc bw Mn C2 0.85 f cc bE bw t C1 C2 a t C1 (d ) C2 (d ) 2 2 68 ´ª°¥nµ¸É 5. εªÎµ¨´¦³»Äµ¦¦´Ã¤Á¤r Mn °®oµ´µ¦¼ ´ª 7 Ã¥·¡ºÊÁÈ n ª °¸ µ´ÂÃ¥¡ºÊ¸É¦ÁµÄ¦¼ µ¤¸ªµ¤¥µª nª ¤ ¦³¥³®nµ¦³®ªnµµ´µ´ª´Å ¤ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸ ¤¸nµÁnµ´ 280 ./¦.¤ ε¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ ./¦.¤. bE t=12cm h=50cm 5cm 5cm 4-DB25 25cm 5m 5m 69 ´Ê ¸É 1 媪µ¤ªoµ¦³· ·¨ (bE) µ´ª°¥nµÁÈ µnªÄ ªµ¤ªoµ¦³· ·¨¸ÉÄo°°Â®µÅoµ 1) L / 4 ° min ® 2) bw + 16t ° ¯ 3) s bE Á¤ºÉ° / º° ªµ¤¥µªµ cm bw º° ªµ¤ªoµµ cm W º° ªµ¤®µµ cm V º° ¦³¥³Á¦¸ ¥¦³®ªnµµ cm bE=150cm ´´Ê ªµ¤ªoµ¦³· ·¨Ánµ´ bE ° min ® ° ¯ 1) 600/ 4=150 2) 25+ 16(12)=217 cm 4-DB25 70 3) 500 ´Ê ¸É 2 ¦ª°¦· ¤µÁ®¨ÈÁ¦· ¤Îɵ» µ¤µ¦ U w,min ° f ' 14 ½° Max ® c , ¾ °¯ f y f y °¿ Á¤ºÉ° fc’= NVF ¨³ fy= ksc Uw,min ° 280 14 ½° , Max ® ¾ °¯ 4000 4000 °¿ Á¤ºÉ°¦ª°´ Max ^0.0067,0.0035` 4(4.91) 25 u 42.5 U 0.0067 Äo Åo 0.018 ! Uw,min (0.0067 ) ´Ê ¸É 3 ®µªµ¤¨¹ VWUHVV EORFN D ¤¤·Ä®oÁ®¨ÈÁ¦· ¤¦µ bE=150 cm • ¦¹ÁºÉ°µÁ®¨ÈÁ¦· ¤ t=12 cm a ¦¹ (T Asfy 4(4.91)(4000)/ 78. Ton • εªÎµ¨´¦´Â¦°´ °¸ µ ¦°´ (C) 0.85fc’bEW 0.85(280)(150)(12)/ 428. 7RQ ! 7 78.56) 4-DB25 71 ´´Ê ªµ¤¨¹ ° VWUHVV EORFN °¥¼£n µ¥Ä¸ µ (a<t) 媪µ¤¨¹ VWUHVV EORFN D µ¤µ¦ a As f y 0.85 f c'bE 4(4.91)(4000 ) 0.85(280)(150) 2.20 cm ´Ê ¸É 4 εªÃ¤Á¤r¦³» °®oµ´ a=2.20 cm t=12 cm bE=150 cm Mn Mn a· § T ¨d ¸ 2¹ © a· § As f y ¨ d ¸ 2¹ © 2.2 · 1 § 4(4.91)(4000 )¨ (50 7.5) ¸u 5 2 ¹ 10 © 4-DB25 32.52 Ton m 72 ´ª°¥nµ¸É 5. 媮µÎµ¨´¦³»Äµ¦¦´Ã¤Á¤r Mn °µ¦¼ ´ª 7 ´ ÂĦ¼ ε®Ä®oµÎ ¨´°´¦³¨´¥ °°¦¸ Ánµ´ 210 ./¦.¤ ε¨´ ¦µ °Á®¨ÈÁ¦· ¤Ánµ´ ./¦.¤. 50cm 12.5cm 60cm 5cm 5cm 6-DB25mm 25cm 73 ´Ê ¸ É 1 ¦ª°¦·¤µÁ®¨ÈÁ¦·¤Îɵ» µ¤µ¦ Uw,min 0.8 f ' ½ ° c 14 ° Max ® , ¾ fy fy ° ¯° ¿ Á¤º°É fc’= NVF ¨³ fy= ksc Uw,min ° 0.8 210 14 ½° , Max ® ¾ 4000 °¿ °¯ 4000 Á¤º°É ¦ª°´ U Max ^0.0029,0.0035` 6(4.91) 25 u 52.5 0.0058 0.0224 ! Uw,min (0.0035 ) 50cm ´Ê ¸ É 2 ®µªµ¤¨¹ VWUHVV EORFN D ¤¤»Ä· ®oÁ®¨ÈÁ¦·¤¦µ ÄoÅo a 12.5cm •Â¦¹ÁºÉ°µÁ®¨ÈÁ¦·¤ 60cm ¦¹ (T $sfy 6(4.91)(4000)/ 117. 7RQ •ÎµªÎµ¨´¦´Â¦°´ °¸ µ 6-DB25mm ¦°´ (C) 0.85fc’EEW 0.85(210)(50)(12.5)/ 111. 7RQ 7 117.84) ´´Ê ªµ¤¨¹ ° VWUHVV EORFN °¥¼n ɵΠªnµªµ¤¨¹ °¸µ 74 ´Ê ¸ É 3 媪µ¤¨¹ VWUHVV EORFN D T C bf 0.85 f c'bw a ¨³ c a E1 117.84 111.56 12.5 14.03 cm 0.85(210)(25) 14.03 16.506 cm 0.85 14.03 cm 50cm 12.5cm 60cm ´Ê ¸ É 4 ¦ª°ªnµÁ®¨ÈÁ¦·¤¦µµ¤¤¤»· 媪µ¤Á¦¸¥ °Á®¨ÈÁ¦·¤ µ¤µ¦ Ht 6-DB25mm §d c· 0.003¨ t ¸ © c ¹ Á¤º°É dW 60-7. 52. FP ¨³ F 16. cm § 52.5 16.506 · 0.003¨ ¸ 16.506 © ¹ Ht ÁÈ ¦· µ¤¤¤»· 0.0065 ! 0.002 75 ´Ê ¸É 5 εªÃ¤Á¤r¦³»ÁºÉ°µ¡ºÊ¸É A (Mn1) M n1 a· § 0.85 f c'bwa ¨ d ¸ 2¹ © 14.03 · § 0.85(210)(25)(14.03)¨ 52.5 ¸ 2 ¹ © 28.48 Ton ´Ê ¸É 6 εªÃ¤Á¤r¦³»ÁºÉ°µ¡ºÊ¸É A (Mn2) Mn2 t· § 0.85 f c' bE bw t ¨ d ¸ 2 © ¹ A2/2 12.5 · § 0.85(210)(50 25)(12.5)¨ 52.5 ¸ 2 ¹ © 25.80 Ton 14.03 cm M n1 M n 2 28.48 22.31 A2/2 Mn2 A1 Mn1 60cm ´Ê ¸É 7 εªÃ¤Á¤r¦³»¦ª¤ Mn 12.5cm 50cm 54.28 Ton m 6-DB25mm 76 5.10 µ¦°°Â®o µ´µ¦¼ ´ª T Maximum and Minimum Steel U max Asf · § ¸ 0.75¨¨ U b bw d ¸¹ © 0.8 U min Max. f cc fy 14 / f y Asf 0.85 f 'c (b bw )h f fy 宦´Ã¤Á¤r¨Â¨³®oµ´´ª 7 ¸É ¸ fc µ¦´Â¦¹ 1.6 f U Max. c y min Á®¨Èµ¤ ªµ 14 / f y w w x x Vu Mu 77 ´Ê°µ¦°°Âµ®o µ´´ª T ´Ê°¸É 1: εªÃ¤Á¤r¦³¨´¥ Mu ´Ê°¸É 2: 媪µ¤ªoµ¦³· ·¨ bE ´Ê°¸É 3: ¤¤»· a t ¨³ÎµªÎµ¨´oµµÃ¤Á¤r Mn C 0. f’c bE t and Mn C (d - t/2) oµ Mn ! Mu / I ´´Ê a t OK STEP 4.1 oµ Mn < Mu / I ´´Ê a ! t NG STEP 4.2 78 STEP 4.1: Mn M u /I C (d a / 2) 0.85 f ccbE a (d a / 2) - Âo¤µ¦®µnµ a C 0.85 f ccbE a εª As = T/fy = C/fy 67(3 4.2 ¥¦°´ÁÈ C1 ¨³ C2 C2 Mu /I 0.85 f cc bE bw t C1 d a / 2 C2 d t / 2 0.85 f cc bw a d a / 2 C2 d t / 2 - Âo¤µ¦®µnµ a µ C1 0.85 f ccbwa ÁºÊ°¸ÁÉ ®¨È¸É °o µ¦ As C1 C2 / fy 79 ´ª°¥nµ¸É 5. µ´ª°¥nµ¸É 5. oµÎµ®Ä®oäÁ¤rÁºÉ°µÎʵ®´ ¦¦»¸É ¨³Îʵ®´¦¦»¦Ánµ´ 10, .-¤ ¨³ 12, -¤ µ¤¨Îµ´ °°Â¦· ¤µÁ®¨ÈÁ¦· ¤¦´Â¦¹Äµ¦¼ ´ª 7 Ã¥·¡ºÊ ÁÈ n ª °¸ µ µ¥µª ¤ IFu NVF I\ ksc bE t=12cm h=50cm 25cm 5m 5m 80 ´Ê ¸É 1 媪µ¤¨¹ Mu Mu 1.4 DL 1.7 LL 1.4(10,000) 1.7(12,000) 34,400 kg m 34.4 Ton m ´Ê ¸É 2 ®µªµ¤ªoµ¦³· ·¨ (bE) µÃ¥rµÎ ®Ä®oÁÈ µnªÄ ´´Êªµ¤ªoµ¦³· ·¨ÎµªÅoµ bE 1) L / 4 ° min ® 2) b + 16t w ° ¯ 3) s Á¤ºÉ° / º° ªµ¤¥µªµ cm bw º° ªµ¤ªoµµ cm W º° ªµ¤®µµ cm V º° ¦³¥³Á¦¸ ¥¦³®ªnµµ cm 81 ´´Ê ªµ¤ªoµ¦³· ·¨Ánµ´ bE 1) 600/ 4=150 ° min ® 2) 25+ 16(12)=217 ° ¯ 3) 500 cm ´Ê ¸É 3 εªÎµ¨´°´Ä¸ µ (a=t) ¦°´ (C) 0.85fc’bEW 0.85(280)(150)(12)/ 428. Ton ´Ê ¸É 4 εªÃ¤Á¤r¦³»µÂ¦°´Ä¸ µÁ¸¥´Ã¤Á¤r¦³¨´¥ ¤¤· ªµ¤¨¹¦³· ·¨ (d cm t· § C¨ d ¸ 2 ¹ © 12 · 1 § 428.4¨ 43 ¸. 158.51 Ton m ! M u (34.4) 2 ¹ 100 © Mn ´´Ê ªµ¤¨¹ ° VWUHVV EORFN °¥¼£n µ¥Ä¸ µ (D ! W) 82 ´Ê ¸É 5 媪µ¤¨¹ ° VWUHVV EORFN µ¤µ¦ a· a· § § C ¨ d ¸ 0.85 f c'bE a¨ d ¸ 2¹ 2¹ © © Mn Á¤ºÉ° Mn Ânµ 34.4 0.9 Mu I 38.22 Ton m, f c' 280 ksc ,bE 150 cm , d 43 cm a· § 0.85(280)(150)a¨ 43 ¸ 2¹ © 38.22(105 ) ´´Ê Âo¤µ¦®µnµ D ÅoÁnµ´ 2. cm εªÎµ¨´°´ÅoÁnµ´ C 0.85 f c'bE a 0.85(280)(150)(2.566)/105 91.61 Ton ´Ê ¸É 6 ®µ¦· ¤µÁ®¨ÈÁ¦· ¤ As T fy C fy 91.61(1000) 4000 22.9 cm 2 Á¨º°ÄoÁ®¨ÈÁ¦· ¤ DB (As=6. cm2 ÄoµÎ ª 22.9/6. 3. Äo Áo 83 ε®Ä®o ´Á¦¸ ¥Á®¨ÈÁ¦· ¤ÁÈ ´Ê ´Ê¨³ Áo Ã¥Äo¦³¥³µ °µoµ¨nµ¹ FHQWURLG Á®¨ÈÁ¦· ¤´Ê¨nµ» Ánµ´ FP ¨³¦³¥³¦³®ªnµ´ÊÁ®¨ÈÁ¦· ¤Ánµ´ FP Á¦¸ ¥Á¸¥ªµ¤¨¹¦³· ·¨¦· ´¸É¤¤·Åªo°o ªµ¤¨¹¦³· · ¨ G Ánµ´ – ( 4/2 Ánµ´¤¤·Åªo ( cm Äo Åo ¦µ¥¨³Á°¸¥µ¦Á¦·¤Á®¨È t=12cm h=50cm 4cm 5cm 4-DB28 25cm 5m 5m 84 ´ª°¥nµ¸É 5.14 °°Â¦· ¤µÁ®¨ÈÁ¦· ¤¦´Â¦¹Äµ¦¼ ´ª 7 ´¦¼ Á¡º°É Ä®o ®oµ´ ¤¸µÎ ¨´¦³»Äµ¦¦´Ã¤Á¤r 0Q Ánµ´ .-¤ ε®Ä®oµÎ ¨´°´ ¦³¨´¥ °°¦¸ Ánµ´ ./¦.¤ ¨³Îµ¨´¦µ °Á®¨ÈÁ¦· ¤Ánµ´ ./¦.¤. 40cm 10cm 50cm 20 cm 85 ´Ê ¸É 1 ®µªµ¤¨¹ ° VWUHVV EORFN (a) εªÃ¤Á¤r¦³»µÂ¦°´Ä¸ µÁ¸¥´Ã¤Á¤r¦³»É¸°o µ¦ µ¤µ¦ Mn t· § C ¨d ¸ 2¹ © Á¤ºÉ° W FP ¨³ ¤¤»· ªµ¤¨¹¦³· ·¨ (d cm •ÎµªÂ¦°´Ä¸ µ (C) ¦°´Ä¸ µ (C) 0.85fc’bEW 0.85(210)(40)(10)/ 71. 7RQ •ÎµªÃ¤Á¤r¦³»Ánµ´ Mn t· § C ¨d ¸ 2 © ¹ 10 · 1 § 71.4¨ 43 ¸. 2 ¹ 100 © 27.13 Ton m M n (27.5) ´´Ê ªµ¤¨¹ ° VWUHVV EORFN °¥¼n ɵΠªnµ¸ µ D ! W 86 40cm A2/2 10cm 10.1 cm A2/2 C2 C1 A1 60cm d - t/2 d - a/2 T = Asfy ´Ê ¸É 2 媪µ¤¨¹ ° stress block µ¤µ¦ C1 d a / 2 C 2 (d t / 2) Mn 0.85 f c ' bwa d a / 2 C 2 (d t / 2) Á¤ºÉ° fcu NVF EZ FP G FP ¨³ C2 εªÅoµ 0.85 f c' bE bw t C2 0.85(210 )(40 20)(10)/1000 35.7 Ton 87 ´´Ê D ³¤¸nµÁnµ´ 27.5 u 105 0.85(210)(20)(a )(43 a / 2) 35.7(1000 )(43 10 / 2) Âo¤µ¦®µnµ D ÅoÁnµ´ 13. FP ´Ê ¸É 3 εªÂ¦°´ C1 C1 0.85 f c'bwa 0.85(210)(20)(13.02)/1000 46.48 Ton ´Ê ¸É 5 ®µ¦· ¤µÁ®¨ÈÁ¦· ¤ As T fy C fy C1 C 2 fy (46.48 35.7)(1000 ) 4000 20.55 cm 2 Á¨º°ÄoÁ®¨ÈÁ¦· ¤ DB (As=6. cm2 ÄoµÎ ª 20.55/6. 3. Äo Áo 88 ε®Ä®o ´Á¦¸ ¥Á®¨ÈÁ¦· ¤ÁÈ ´Ê ´Ê¨³ Áo Ã¥Äo¦³¥³µ °µoµ¨nµ¹ FHQWURLG Á®¨ÈÁ¦· ¤´Ê¨nµ» Ánµ´ FP ¨³¦³¥³¦³®ªnµ´ÊÁ®¨ÈÁ¦· ¤Ánµ´ FP Á¦¸ ¥Á¸¥ªµ¤¨¹¦³· ·¨¦· ´¸É¤¤·Åªo°o ªµ¤¨¹¦³· · ¨ G Ánµ´ – ( 4/2 Ánµ´¤¤·Åªo ( cm Äo Åo 40cm 10cm 50cm 4 cm 5cm 4-DB28mm 20cm 89
© Copyright 2024 ExpyDoc