Design Shear reinforcement of same beam in design problem 1(problem 1 is below) beam considering effective span 7.5m.The effective depth of beam is 650mm. Use single legged stirrups. Longitudinal reinforcement used will be the one design previously.The total length of beam is 8m.
Design Shear reinforcement of same beam in design problem 1(problem 1 is below) beam considering effective span 7.5m.The effective depth of beam is 650mm. Use single legged stirrups. Longitudinal reinforcement used will be the one design previously.The total length of beam is 8m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design Shear reinforcement of same beam in design problem 1(problem 1 is below)
beam considering effective span 7.5m.The effective depth of beam is 650mm. Use single legged stirrups. Longitudinal reinforcement used will be the one design previously.The total length of beam is 8m.
beam considering effective span 7.5m.The effective depth of beam is 650mm. Use single legged stirrups. Longitudinal reinforcement used will be the one design previously.The total length of beam is 8m.
problem 1
Design a rectangular simply supported flexural member to
be used as internal simply supported long beam. Slab has
longer span of 8m and shorter span of 5m. Factored slab
load is 12KN/m2. Use C-18 concrete and Grade 300 steel.
Select SI reinforcement bars and keep maximum width to
300mm. The structure has to be used as commercial
building.
Architecturally maximum permitted depth should be
550mm.
be used as internal simply supported long beam. Slab has
longer span of 8m and shorter span of 5m. Factored slab
load is 12KN/m2. Use C-18 concrete and Grade 300 steel.
Select SI reinforcement bars and keep maximum width to
300mm. The structure has to be used as commercial
building.
Architecturally maximum permitted depth should be
550mm.
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