A simply supported beam with a span length of 48 feet is laterally supported at its ends and s subjected to the following service loads: Dead load = 400 lb/ft (including the weight of the beam) Live load = 1000 lb/ft If Fy = 50 ksi, is a W14 × 99 adequate? a) Check the capacity based on the limit state of flange local buckling (2) h) Check the capacity based on the limit state of lateral-torsional buckling (Lb)

PROBLEM 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB 16 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:

Describe about the Horizontal Drainage.

Define ground moraine.