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11根破杆盘算书:
( X/ I( C& Q, c4 B( ^4 i- Q& V8 }1杆:长:0.25+0.35=0.6米,宽:0.95米
4 g( r9 y4 Y& E. I' Q( q板砼:0.6×0.975×0.12×25=1.76kN2 g" G6 V- b6 c- k
梁砼:0.125×0.48×0.6×25=0.9kN% U! g. a) V( ~. x$ _ a/ ?
模板及支架:0.75×0.6×0.975×1.5=0.66kN 活荷载:2.5×0.6×0.95=1.46kN
' F {) |5 I' \; a' }% m设计:3.32×1.2+1.46×1.4=6.0kN% S, H' J9 d- d% w! |
2杆:长:0.7米,宽:0.975米
# F% j! r' p1 M) x2 l板砼:0.7×0.975×0.12×25=2.05kN& z9 A: B, C0 V+ y; \% [; W1 [5 d
梁砼:0.125×0.48×0.7×25=1.05kN
5 y. l ~& Q% k% [7 u3 R$ }模板及支架:0.75×0.7×0.975×1.5=0.77kN 活荷载:2.5×0.7×0.975=1.71kN3 Q0 i* j d$ q4 w9 H
设计:3.87×1.2+1.71×1.4=7kN
1 q+ `) U/ y- O" B( h7 z) ?* W3杆:长:0.725米,宽:0.975米
$ {7 B/ q/ l: ]& U9 }板砼:0.725×0.975×0.12×25=2.12KN
4 W! p) L7 [$ f% H! N; @梁砼:0.125×0.48×0.725×25=1.09KN
1 I) D8 q2 T0 E/ e; Q模板及支架:0,高压合金管.75×0.725×0.975×1.5=0,无缝管标准.80KN 活荷载:2.5×0.725×0.975=1.77KN
4 C: c* j5 |- g; e设计:4.01×1.2+1.77×1.4=7.3KN' p! {: i* ]$ d% {9 I* J; E$ }6 a
4杆:长:0.375+0.45=0.825米,宽:0.975米
9 W- Q& i: i& K板砼:0.825×0.975×0,合金管: V$ \! [+ Z2 q% T$ B5 `6 Q
梁砼:0.12×0.48×0.825×25=1.19KN# N, z( Y3 {0 a0 J% o, J2 o! R) q
模板及支架:0.75×0.825×0.975×1.5=0.90KN 活荷载:2.5×0.825×0.975=2KN
p( I' E: F7 b) Y2 S, S+ F5 U设计:4.5×1.2+2×1.4=8.26 T8 d+ t4 p% ^' P
5杆:0.3×(0.5-0.12)×(1.15/2+0.2+0.125)×25=2.57KN; L5 q- I, b# S T" Q- c* f
设计:2.57×1.2=3.08KN
+ P1 M( h I" C5 e, s. Q o8 {& B6杆:长:0.45+0.475=0.925米,宽:0.975米; J" L: v, g+ ^
板砼:0.925×0.975×0.12×25=2.71KN |
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