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clear
//Given
//FOR FLANGS
l = 5 //in - The length of the flang
b = 5 //in - Teh width of the flang
t = 0.312 //in - the thickness of the flang
L = 20 //in - Length of the beam, Extracted from AISC manuals
A = 4.563 //in2 - The area of crossection of the beam
r = 1.188 //in - radius of the gyration, Extracted from AISC manuals
//b/t- value of the flang
k = (5 -t)/(2*t) //b/t ratio
//AISC, lets check maximum allowable stress for slang
Stressf_all = 23.1 - 0.79*k //ksi The maximum allowable stress in case of flang,AISC
//web width thickness ratio
k_2 = (5 -2*t)/(t)
if k_2<16 then
Stressw_all = 19 //ksi - The allowable stress in case of web width
end
//a) Overall buckling investment
k_31 = L/r //slenderness ratio
Stressb_all = 20.2 - 0.126*k_31//ksi The maximum allowable stress in case of Buckling,AISC
p_allow = A*Stressf_all //kips The allowable concentric load
//b) Overall buckling investmen
L_2 = 60 //in
k_3 = L_2/r //slenderness ratio
Stressb_all_2 = 20.2 - 0.126*k_3//ksi The maximum allowable stress in case of Buckling,AISC
p_allow_2 = A*Stressb_all_2 //kips The allowable concentric load
printf("\n The maximum allowable stress in case of web width %0.2f ksi",Stressw_all)
printf("\n The maximum allowable stress in case of flang %0.2f ksi",Stressf_all)
printf("\n a) The maximum allowable load in case of Buckling %0.2f kips",p_allow)
printf("\n b) The maximum allowable load in case of Buckling %0.2f kips",p_allow_2)
printf("\n small variation due to rounding off errors")
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