A soil fails under an axial verticalstress of 200kN/m2 in unconfinedcompression test. The failure planemakes an angle of 500 withhorizontal. The shear parameter ‘c’and ‘φ’ respectively will be:a)83.91 kN/m2, 00b)100 kN/m2 ...
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A portal frame ABCD is shown in figure. If the support 'D' sinks by an amount of 15 mm and EI = 48000 kN m2, the moment developed at joint 'D' in
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