陈唐李等7户1#住宅钢筋计算式
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部位梁宽梁高间距钢筋直径示意图净空长度弯钩长度12.5d锚固长度36d*2搭接个数搭接长度48d长度小计(mm)单位重量(kg)钢筋数量(根)构件数量(根)小计(kg)少于10(kg)大于10(kg)备注45.5KL316└────┘3660115248121.578246161
16┌────┐3660115248121.57824616136602403702008口122012200.3952043939
16└────┘3160115243121.57824545416┌────┐3160115243121.57824545431602403702008口122012200.3951843535
16└────┘4460115256121.5783410610616┌────┐4460115256121.57824717144602404202008口132013200.3952445050
16────321432141.578142020KL4KL518└────┘3660129649561.998224040
18┌────┐3660129649561.99822404036601503502008口100010000.3952221717
18└────┘3160129644561.99822363618┌────┐3160129644561.99822363631601503502008口100010000.3952021616
KL618└────┘3060129643561.998247070
14┌────┐3060100840681.20824393930602403502008口118011800.3951743232
KL7、820└────┘3660144051002.466327575
16┌────┐3660115248121.57822303036602403502008口118011800.3952222121
KL9.1016└────┘3160115243121.578324141
14┌────┐3160100841681.20822202031602403502008口118011800.3952021919
KL11、1216└────┘6820115279721.578327575
16┌────┐6820115279721.578225050
钢筋计算表--梁工程名称:陈唐李等7户1#住宅
二层梁(三层)
第 1 页部位梁宽梁高间距钢筋直径示意图净空长度弯钩长度12.5d锚固长度36d*2搭接个数搭接长度48d长度小计(mm)单位重量(kg)钢筋数量(根)构件数量(根)小计(kg)少于10(kg)大于10(kg)备注
钢筋计算表--梁工程名称:陈唐李等7户1#住宅
68202403502008口118011800.3953823535
16────251025101.5781288KL1318└────┘44640129654095500311.99821200200
18┌────┐44640129654095500311.99821200200446402403702008口122012200.3952251108108
L516└────┘4700115258521.578247474
16┌────┐4700115258521.57824747447002405502008口158015800.3952646565
G12└────┘470036050600.888447272L618└────┘2560129638561.998223131
14┌────┐2560100835681.20822171725602403502008口118011800.3951521414
L7\825└────┘3660180054603.853228484
16┌────┐3660115248121.57822303036601503502008口100010000.3952221717
L9\1022└────┘3660158452442.984329494
14┌────┐3660100846681.20822232336601503502008口100010000.3952221717
L116└────┘3565115247171.578223030
14┌────┐3565100845731.20822222235651203001508口8408400.3952621717
L216└────┘2005115231571.578222020
14┌────┐2005100830131.20822151520051203001508口8408400.3951521010
L316└────┘1805115229571.578221919
14┌────┐1805100828131.20822141418051203001508口8408400.39514299
第 2 页部位梁宽梁高间距钢筋直径示意图净空长度弯钩长度12.5d锚固长度36d*2搭接个数搭接长度48d长度小计(mm)单位重量(kg)钢筋数量(根)构件数量(根)小计(kg)少于10(kg)大于10(kg)备注钢筋计算表--梁工程名称:陈唐李等7户1#住宅
L416└────┘1705115228571.578221818
14┌────┐1705100827131.20822131317051203001508口8408400.39513299
XL114└────┘4260100852681.208233838
16┌────┐4260115254121.57833777713802405501508口158015800.3951132121
28802405502008口158015800.3951633030
G12└────┘426036046200.888434949XL220└────┘4260144057002.46653211211
14┌────┐4260100852681.20823383813802405501008口158015800.3951633030
28802405502008口158015800.3951633030
KL116└────┘1560115227121.578243434
14┌────┐1560100825681.20824252515602402502008口9809800.3951041515
KL216└────┘1360115225121.578221616
14┌────┐1360100823681.20822111113602402501508口9809800.39511299
QL12└────┘1415608641792821517060.88841539539
1415602402002006.5口8808800.2607101162162
合计3901827307419507413415372
WL416└────┘3490480115251221.578349797
屋顶梁
一层、二层、三层、四层阁楼合计
第 3 页部位梁宽梁高间距钢筋直径示意图净空长度弯钩长度12.5d锚固长度36d*2搭接个数搭接长度48d长度小计(mm)单位重量(kg)钢筋数量(根)构件数量(根)小计(kg)少于10(kg)大于10(kg)备注钢筋计算表--梁工程名称:陈唐李等7户1#住宅
16┌────┐3490115246421.57824595934902407002008口188018800.3951945656
16────321032101.578142020N12└────┘349086443540.888649393WL518└────┘3660540129654961.998248888
18┌────┐3660129649561.99824797936602404002008口128012800.3952044040
18└────┘3160540129649961.99822404018┌────┐3160129644561.99822363631602404002008口128012800.3951821818
18└────┘3160540129649961.99822404018┌────┐3160129644561.99822363631602404001008口128012800.3953423434
18└────┘4460540129662961.9982410110118┌────┐4460129657561.9983413813844602404002008口128012800.3952444949
16────278027801.57814181816────321032101.578121010L116└────┘3160480115247921.578223030
16┌────┐3160115243121.57822272731602403501508口118011800.3952322121
N14└────┘3490100844981.208222222L216└────┘4460480115260921.578247777
16┌────┐4460115256121.5783410610644602404002008口128012800.3952444949
QL12└────┘1324901123.21687361423490.88841506506
1324902402002006.5口8808800.2606641152152
WL1\216└────┘17204801497.636981.578278282
第 4 页