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55.

Generally the purlins are placed at the panel points so as to avoid                        


A. axial force in rafter B. shear force in rafter
C. deflection of rafter D. bending moment in rafter




56.

For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as
where p is basic wind pressure                        


A. zero B. ±0.2p
C. ± 0.5 p D. ±0.7p




57.

The relation between intensity of wind pressure p and velocity of wind V is taken as                        


A. pa V B. paV2
C. p a (1/V) D. paV"2




58.

The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as                        


A. 0.65 kN/m2 B. 0.75 kN/m2
C. 1.35 kN/m2 D. 1.50 kN/m2




59.

The internal pressure coefficient on walls for buildings with large permeability is taken as                        


A. ± 0.2 B. ±0.5
C. ± 0.7 D. 0




60.

The basic wind speed is specified at a height 'h' above mean ground level in an open terrain. The value of'h' is                        


A. 10 m B. 20 m
C. 25 m D. 50 m




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