The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 mm gusset plates using 12-M22 bolts as shown in the figure below. Determine the tensile resistance of the member. [Hint: You will need to consider shear lag] 38 30 75 75

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:

Find the area for each. Then put in square feet and square yards

Explain the Bharkhausen criteria USE DIAGRAMS