KJZ柱内力组合表 - A

柱的配筋计算 KZ1C Nmin KZ2A Nmax |M|max Nmin Nmax 266 303 108 20 45 864 1682 834 722 906 0.30787037 0.180142687 0.129496403 0.027700831 0.049668874 108 108 108 108 108 20 20 20 20 20 20.30787037 20.18014269 20.1294964 20.02770083 20.04966887 1.768518519 0.908442331 1.832134293 2.11634349 1.686534216 0.056410751 0.056055952 0.055915268 0.055632502 0.055693525 1 0.91 1 1 1 13.25 13.25 11.25 11.25 11.25 175.5625 175.5625 126.5625 126.5625 126.5625 2.223012164 2.237082441 1.616763887 1.624981476 1.623201015 3.223012164 3.237082441 2.616763887 2.624981476 2.623201015 1512.72 1512.72 1512.72 1512.72 1512.72 大偏心 小偏心 大偏心 大偏心 大偏心 225.4525132 225.3247855 212.6741393 212.5723437 212.5943117 0.113089005 0.220157068 0.109162304 0.094502618 0.118586387 194479980.3 378390954.4 177070037.7 153217346.3 192284340.1 2025.833128 <0 1844.479559 1596.014024 2002.961877 6根25 6根25 4根25 4根25 4根25 2945 2945 1964 1964 1964 1.85% 1.85% 1.23% 1.23% 1.23% 0.60% 0.60% 0.60% 0.60% 0.60% ξ =0.628
非加密区 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100 2Ф 8@100
柱的配筋计算 KZ3A Nmin KZ3C Nmax |M|max Nmin Nmax 10.8 56 100.8 100.8 56.5 527 655 592 574.5 884 0.020493359 0.085496183 0.17027027 0.175456919 0.063914027 108 108 108 108 108 20 20 20 20 20 20.02049336 20.08549618 20.17027027 20.17545692 20.06391403 2.89943074 2.332824427 2.581081081 2.659704091 1.728506787 0.055612482 0.055793045 0.056028529 0.056042936 0.055733095 1 1 1 1 1 11.25 11.25 11.25 11.25 11.25 126.5625 126.5625 126.5625 126.5625 126.5625 1.625566477 1.620305645 1.613495626 1.613080833 1.62204856 2.625566477 2.620305645 2.613495626 2.613080833 2.62204856 1512.72 1512.72 1512.72 1512.72 1512.72 大偏心 大偏心 大偏心 大偏心 大偏心 212.5651362 212.630139 212.7149131 212.7200998 212.6085569 0.068979058 0.085732984 0.077486911 0.075196335 0.115706806 111832125 139036969.1 125714131.5 122000898.9 187627775.4 1164.917968 1448.301762 1309.522203 1270.842697 1954.455994 4根22 4根22 4根25 4根25 4根25 1520 1520 1964 1964 1964 0.95% 0.95% 1.23% 1.23% 1.23% 0.60% 0.60% 0.60% 0.60% 0.60%
柱号 组合方式 M N e0=M/N 0.3h0 ea ei=e0+ea ξ 实算 ei/h0 ξ 1 l0/h
ห้องสมุดไป่ตู้
KZ1A |M|max Nmin Nmax |M|max 264 163 15.5 313 1121 888 1163 889 0.235504014 0.183558559 0.013327601 0.35208099 108 108 108 108 20 20 20 20 20.23550401 20.18355856 20.0133276 20.35208099 1.363068689 1.720720721 1.313843508 1.718785152 0.056209733 0.05606544 0.055592577 0.056533558 1 1 1 1 13.25 13.25 13.25 13.25 175.5625 175.5625 175.5625 175.5625 2.230962116 2.236703836 2.25572897 2.218183137 3.230962116 3.236703836 3.25572897 3.218183137 1512.72 1512.72 1512.72 1512.72 大偏心 大偏心 大偏心 大偏心 225.3801469 225.3282014 225.1579705 225.4967238 0.146727749 0.116230366 0.152225131 0.116361257 252247666.9 199771814.5 261440128.2 200146599.2 2627.579863 2080.956401 2723.334668 2084.860409 6根25 6根25 6根25 6根25 2945 2945 2945 2945 1.85% 1.85% 1.85% 1.85% 0.60% 0.60% 0.60% 0.60%
柱号 组合方式 M N e0=M/N 0.3h0 ea ei=e0+ea ξ 实算 ei/h0 ξ 1 l0/h
KZ3A |M|max 98 598 0.163879599 108 20 20.1638796 2.555183946 0.056010777 1 11.25 126.5625 1.614007002 2.614007002 1512.72 大偏心 212.7085225 0.078272251 126984439.8 1322.754582 4根22 1520 0.95% 0.60%
KZ2C |M|max
Nmin Nmax 78 76 29 787 770 1230 0.099110546 0.098701299 0.023577236 108 108 108 20 20 20 20.09911055 20.0987013 20.02357724 1.941550191 1.984415584 1.242276423 0.055830863 0.055829726 0.055621048 1 1 1 11.25 11.25 11.25 126.5625 126.5625 126.5625 1.619208113 1.619241083 1.62531612 #VALUE! 2.619208113 2.619241083 2.62531612 #VALUE! 1512.72 1512.72 1512.72 1512.72 大偏心 大偏心 大偏心 大小偏心 212.6437534 212.6433442 212.5682201 e 0.103010471 0.10078534 0.160994764 x 167067354.5 163458213.8 261016209.7 #VALUE! 1740.284942 1702.689727 2718.918851 As=As, 6根25 6根25 6根25 配筋 2945 2945 2945 实配As 1.85% 1.85% 1.85% 配筋率 0.60% 0.60% 0.60% 总配筋率
柱的配筋计算 KZ4A |M|max KZ4C Nmin Nmax |M|max Nmin 83 0.71 57 82 82 382 329 403 396 379 0.217277487 0.002158055 0.141439206 0.207070707 0.216358839 108 108 108 108 108 20 20 20 20 20 20.21727749 20.00215805 20.14143921 20.20707071 20.21635884 4 4.6443769 3.791563275 3.858585859 4.031662269 0.056159104 0.05556155 0.055948442 0.056130752 0.056156552 1 1 1 1 1 11.25 11.25 11.25 11.25 11.25 126.5625 126.5625 126.5625 126.5625 126.5625 1.609744085 1.627056579 1.615805232 1.610557182 1.609817233 2.609744085 2.627056579 2.615805232 2.610557182 2.609817233 1512.72 1512.72 1512.72 1512.72 1512.72 大偏心 大偏心 大偏心 大偏心 大偏心 212.7619203 212.5468009 212.6860821 212.7517136 212.7610017 0.05 0.043062827 0.052748691 0.051832461 0.04960733 81137543.12 69809464.58 85567421.7 84107128.83 80499989.04 845.1827408 727.1819227 891.3273094 876.1159254 838.5415525 4根22 4根22 4根22 4根20 4根20 1520 1520 1520 1256 1256 0.95% 0.95% 0.95% 0.79% 0.79% 0.60% 0.60% 0.60% 0.60% 0.60%
KZ1C
η Nb 大小偏心 e x As=As, 配筋 实配As 配筋率 最小总配筋率
柱斜截面设计 抗剪承载力计算 KZ1A KZ1C KZ2A KZ2C KZ3A KZ3C KZ4A KZ4C KZ5A KA5C M 264 889 108 787 598 100.8 83 82 84 66.4 V 106.68 141.46 61.4 55 59.58 77.6 51.64 67.22 46 36.67 N 1163 1682 906 1230 655 884 403 539 153 219 γ reV 90.678 120.241 52.19 46.75 50.643 65.96 43.894 57.137 39.1 31.1695
柱斜截面设计 γ reV<0.2fcbh0 满足 满足 满足 满足 满足 满足 满足 满足 满足 满足 0.3fcbh0 825120 825120 825120 825120 825120 825120 825120 825120 825120 825120 λ 3 3 3 3 3 3 3 3 3 3 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 Asv/s 加密区 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60 2Ф 8@60