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Seite 63
It shows that the total normal stresses at points P , and P , decrease with the increase of R / L ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P2 and P , with the increase of R ...
It shows that the total normal stresses at points P , and P , decrease with the increase of R / L ratio ( R = radius of curvature , L = span length ) , while the total normal stresses increase at points P2 and P , with the increase of R ...
Seite 65
dw / b , of a curved box Nakai and Murayama [ 9 ] , Three other approximate equations for the normal stress ratio , girder subjected to uniformly distributed loads are also proposed by Oleinik and Heins [ 10 ] , and Sakai and Nagai [ 11 ] ...
dw / b , of a curved box Nakai and Murayama [ 9 ] , Three other approximate equations for the normal stress ratio , girder subjected to uniformly distributed loads are also proposed by Oleinik and Heins [ 10 ] , and Sakai and Nagai [ 11 ] ...
Seite 74
Stress Ratio , Odw / ( odw ) Nd = 0 04 Kd Dsp kid Tos 100 kips 17 k - ft 0.2 22 R L = 100 ft x 0.1 1000 2000 Nd = 4 Nd = 6 Nd = 8 3000 4000 Diaphragm Stiffness Parameter . Dsp Figure 16. Variation of o dw / ( 0 dw ) Nd = 0 with ...
Stress Ratio , Odw / ( odw ) Nd = 0 04 Kd Dsp kid Tos 100 kips 17 k - ft 0.2 22 R L = 100 ft x 0.1 1000 2000 Nd = 4 Nd = 6 Nd = 8 3000 4000 Diaphragm Stiffness Parameter . Dsp Figure 16. Variation of o dw / ( 0 dw ) Nd = 0 with ...
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