1、混凝土板每m最小配筋率配筋面积表精品资料混凝土板每m最小配筋率配筋面积 级钢(最小配筋率取0.45ft/fy与0.2%之较大值)板厚C20(0.2357%)C25(0.2721%)C30(0.3064%)C35(0.3364%)C40(0.3664%)80189(8200)218(8200)245(8200)269(8180)293(8170) (8/10200)90212(8200)245(8200)276(8180)303(8160) (8/10200)330(8150) (8/10190)100236(8200)272(8180)306(8160) (8/10200)336(8150)
2、(8/10190)366(8130) (8/10170)110260(8190)299(8160) (8/10200)337(8140) (8/10190) 370(8130)(8/10170)403(8120)(8/10160)(10190)120283(8170)327(8150) (8/10190)368(8130) (8/10170) 404(8120)(8/10160)(10190)440(8110)(8/10140)(10170)130307(8160) (8/10200)354(8140) (8/10180)398(8125) (8/10160) (10190) 437(8110
3、)(8/10140) (10170)476(8100)(8/10130)(10160)140330(8150) (8/10190)381(8130) (8/10160) (10200)429(8110)(8/10150) (10180) 471(8100)(8/10130)(10160)513(8/10125) (10150)150354(8140) (8/10180)408(8120) (8/10150) (10190)460(8100)(8/10140)(10170) 505(8/10125)(10150)550(8/10110) (10140)160378(8130) (8/10170)
4、 (10200)435(8110) (8/10140) (10180)490(8/10130)(10160) 538(8/10120)(10140)586(8/10110) (10130)170401(8125) (8/10160) (10190)463(8100)(8/10130) (10160)521(8/10120) (10150) 572(8/10110)(10130)623(8/10100) (10125)180425(8110)(8/10150) (10180)490(8100)(8/10130) (10160)552(8/10110) (10140) 606(8/10100)(1
5、0125)660(10110)190448(8110)(8/10140) (10170)517(8/10120) (10150)582(8/10110) (10130) 639(8/10100)(10120)696(10110)200472(8100)(8/10130) (10160)544(8/10110) (10140)613(8/10100) (10125) 673(10110)733(10100)250590(8/10100)(10130)680(10110)766(10100)841(1090)916(1085)300708(10110)816(1095)919(1085) 1009
6、(1075)1099(1070)混凝土板每m最小配筋率配筋面积 II级钢(最小配筋率取0.45ft/fy与0.2%之较大值)板厚C20(0.2%)C25(0.2%)C30(0.2145%)C35(0.2355%)C40(0.2565%)80160(8200)160(8200)172(8200)188(8200)205(8200)90180(8200)180(8200)193(8200)212(8200)231(8200)100200(8200)200(8200)215(8200)236(8200)257(8190)110220(8200)220(8200)236(8200)259(8190)2
7、82(8170)120240(8200)240(8200)257(8190)283(8170)308(8160) (8/10200)130260(8190)260(8190)279(8170)306(8160) (8/10200)333(8150) (8/10190)140280(8170)280(8170)300(8160) (8/10200)330(8150) (8/10190)359(8140) (8/10170)150300(8160)300(8160)322(8150) (8/10200)353(8140) (8/10180)385(8130) (8/10160)(10200)160
8、320(8150)(8/10200)320(8150)(8/10200)343(8140)(8/10180)377(8130) (8/10170)(10200)410(8120)(8/10150)(10190)170340(8140)(8/10180)340(8140)(8/10180)365(8130)(8/10170)400(8125)(8/10160)(10190)436(8110)(8/10140)(10180)180360(8130)(8/10170)360(8130)(8/10170)386(8130)(8/10160)(10200)424(8110)(8/10150)(10180
9、)462(8/10130)(10170)(10/12200)190380(8130)(8/10160)(10200)380(8130)(8/10160)(10200)408(8120)(8/10150)(10190)447(8110)(8/10140)(10170)487(8/10130)(10160)(10/12190)200400(8125)(8/10160)(10190)400(8125)(8/10160)(10190)429(8110)(8/10150)(10180)471(8/10130)(10160)(10/12200)513(8/10125)(10150)(10/12180)25
10、0500(8100)(8/10125)(10150)(10/12190)500(8100)(8/10125)(10150)(10/12190)536(8/10120)(10140)(10/12170)(12200)589(8/10100)(10130)(10/12160)(12190)641(8/10100)(10120)(10/12140)(12170)300600(8/10100)(10130)(10/12150)(12180)600(8/10100)(10130)(10/12150)(12180)644(8/10100)(10120)(10/12140)(12170)707(10110)
11、(10/12130)(12160)770(10100)(10/12120)(12140)350700(10110)(10/12130)(12160)700(10110)(10/12130)(12160)751(10100)(10/12125)(12150)824(10/12110)(12130)898(10/12100)(12120)混凝土板每m最小配筋率配筋面积 III级钢(最小配筋率取0.45ft/fy与0.2%之较大值)板厚C20(0.2%)C25(0.2%)C30(0.2%)C35(0.2%)C40(0.2138%)80160(8200)160(8200)160(8200)160(82
12、00)171(8200)90180(8200)180(8200)180(8200)180(8200)192(8200)100200(8200)200(8200)200(8200)200(8200)214(8200)110220(8200)220(8200)220(8200)220(8200)235(8200)120240(8200)240(8200)240(8200)240(8200)257(8190)130260(8190)260(8190)260(8190)260(8190)280(8180)140280(8170)280(8170)280(8170)280(8170)299(8160)1
13、50300(8160)300(8160)300(8160)300(8160)321(8150)(8/10200)160320(8150)(8/10200)320(8150)(8/10200)320(8150)(8/10200)320(8150)(8/10200)342(8140)(8/10180)170340(8140)(8/10180)340(8140)(8/10180)340(8140)(8/10180)340(8140)(8/10180)363(8130)(8/10170)180360(8130)(8/10170)360(8130)(8/10170)360(8130)(8/10170)3
14、60(8130)(8/10170)385(8130)(8/10160)(10200)190380(8130)(8/10160)(10200)380(8130)(8/10160)(10200)380(8130)(8/10160)(10200)380(8130)(8/10160)(10200)406(8120)(8/10150)(10190)200400(8125)(8/10160)(10190)400(8125)(8/10160)(10190)400(8125)(8/10160)(10190)400(8125)(8/10160)(10190)428(8110)(8/10150)(10180)25
15、0500(8100)(8/10125)(10150)(10/12190)500(8100)(8/10125)(10150)(10/12190)500(8100)(8/10125)(10150)(10/12190)500(8100)(8/10125)(10150)(10/12190)535(8/10120)(10140)(10/12170)(12200)300600(8/10100)(10130)(10/12150)(12180)600(8/10100)(10130)(10/12150)(12180)600(8/10100)(10130)(10/12150)(12180)600(8/10100)
16、(10130)(10/12150)(12180)641(8/10100)(10120)(10/12140)(12170)350700(10110)(10/12130)(12160)700(10110)(10/12130)(12160)700(10110)(10/12130)(12160)700(10110)(10/12130)(12160)748(10100)(10/12125)(12150)400800(1095)(10/12120)(12140)800(1095)(10/12120)(12140)800(1095)(10/12120)(12140)800(1095)(10/12120)(12140)855(1090)(10/12110)(12130)仅供学习与交流,如有侵权请联系网站删除 谢谢5