STRESSES IN BEAMS
10 KN 10 KN
20 KN
10 KN
Design the depth and base of the rectangular beam shown in the figure if the maximum flexural stress of the concrete beam is 60 MPa and its maximum shear stress is 8 MPa. The required base of the beam is 3/4 of its depth.
10 KN/m
A B C D E F
1.00 1.50 1.50 1.00 1.00
in meters