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38~41 如题38~41图所示的承重墙梁,各部分尺寸见题38~41表,托梁混凝土强度等级为 C20,纵向受力钢筋采用HBB335,砖强度为MU10,水泥砂浆强度等级采用M5,荷载设计值Q1=2...

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αM=0.450,ηn=1.250  αM=0.432,ηn=1.430  αM=0.406,ηn=1.430  αM=0.485,ηn=1.336  
354.27kN·m,239.7kN  372.35kN·m,318.92kN  365kN·m,245.6kN  347.7kN·m,238.6kN  
0.0884,2.032  0.0940,2.156  0.0984,2.032  0.0884,2.221  
bh<1.550m,hh<2.375m  bh<1.815m,hh<2.45m  bh<1.750m,hh<2.450m  bh<1.750m,hh<2.375m  
bh<1.550m,hh<2.375m  bh<1.815m,hh<2.45m  bh<1.750m,hh<2.450m  bh<1.750m,hh<2.375m  
bh<1.550m,hh<2.375m  bh<1.815m,hh<2.45m  bh<1.750m,hh<2.450m  bh<1.750m,hh<2.375m  
354.27kN·m,239.7kN  372.35kN·m,318.92kN  365kN·m,245.6kN  347.7kN·m,238.6kN  
6h<1.550m,hk<2.375m  bh<1.815m,hk<2.45m  6h<1.750m,hk<2.450m  bh<1.750m,hk<2.375m  
αM=0.450,ηn=1.250  αM=0.432,ηn=1.430  αM=0.406,ηn=1.430  αM=0.485,ηn=1.336  
354.27kN·m,239.7kN  372.35kN·m,318.92kN  365kN·m,245.6kN  347.7kN·m,238.6kN  
354.27kN·m,239.7kN  372.35kN·m,318.92kN  365kN·m,245.6kN  347.7kN·m,238.6kN  
αM=0.450,ηn=1.250  αM=0.432,ηn=1.430  αM=0.406,ηn=1.430  αM=0.485,ηn=1.336  

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