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  •  · Design the section of a doubly reinforced beam to resist a bending moment of 185 kN-m The section of the beam is restricted to 350 mm x 700 mm. Assume 50 mm effective cover. Use
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Page 1:  · Design the section of a doubly reinforced beam to resist a bending moment of 185 kN-m The section of the beam is restricted to 350 mm x 700 mm. Assume 50 mm effective cover. Use

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.in

Page 2:  · Design the section of a doubly reinforced beam to resist a bending moment of 185 kN-m The section of the beam is restricted to 350 mm x 700 mm. Assume 50 mm effective cover. Use

www.ululu

.in


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