430431 REINFORCED CONCRETE DESIGN
School of Civil Engineering, Institute of Engineering
Suranaree University of Technology
P2 STAIR DESIGN DUE : 14 JULY 2010
กก
ก B51ABCDE
ก
ก !"#$"%#&$% SDL = 40
ก.ก./&.%. ก
ก LL = 400 ก.ก./&.%. %%&$)*"+!"#*)&% %#%,%
: )ก!& : f’c = 240 kg/cm2
#-ก#$%: SR24 : fy = 2,400 kg/cm2
SD40 : fy = 4,000 kg/cm2
ก ST
WSD SDM
ก
กก
!" # $ก
2.A m
1.5 + D/6 m 1.5 + D/6 m
3.B m 1.C m
3.B m 1.C m
2.A m