The creep coefficient depends upon the

Related MCQs

• The ratio between the creep strain and elastic strain of concrete is defined as                      
• Creep of concrete in a structural member is due to
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then the intensity of active earth pressure per unit area of wall at any depth ‘h’ below top of the wall is given by
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then total pressure at any height ‘h’ below top of the wall is given by
• Let H= height of retaining wall, ϒ=unit weight of backfill and ka = coefficient of active earth pressure, kp = coefficient of passive earth pressure, then bending moment at any height ‘h’ below top of the wall is given by
• The relation between ka = coefficient of active earth pressure and kp = coefficient of passive earth pressure is
• Target mean strength of concrete depends upon
• Coefficient of active earth pressure ka
• Coefficient of passive earth pressure kp
• If the angle of repose is 31º the coefficient of active earth pressure is