A 14 ft. column is subjected to total compressive load of 550 kips.

Design it as reinforced concrete square tied column. Use concrete fc’= 5 ksi, steel fy = 60 ksi. Design it as steel column. Use K=1, Fy= 35 ksi. Is steel cross-section W10x49 a safe design. Use... more

A 20ft. Span, simple supported beam is uniformly loaded with 8kips/ft.

Draw the shear and bending diagrams. Find shear and bending stresses for a rectangular 10in x 20in cross section Design it as a balanced reinforced concrete cross section. Use concrete fc’= 4 ksi,... more

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