Please solve this in minimum time A roof system consists of 300 mm x 300 mm columns at aspacing of 5m and 4m in two mutually perpendiculardirections, as shown in Figure below.300x300 mm ColumnsB2More than 2 @4 m EachMore than 3 @ 5 m eachBeams run in both directions over the columns having morethan two spans in each direction. Design and detail the 1stinterior long beam (B2) if the total factored load is 40 kN/mthickness of slab = 125 mm, C-20 concrete, Grade 420 steel,and live load is less than three times of dead load. Select UScustomary bars.Note: design the beam as rectangular section no need to go forT-beam check.

Question is based on the roof system . Dimension of roof system Total factored load, Slab thickness,…

A roof system consists of 300 mm x 300 mm columns at spacing of 5m and 4m in two mutually perpendicula directions, as shown in Figure below. B \300×300 mm Columns B2 More than 2@ |4 m Each 中十 More than 3 @ 5 m each Beams run in both directions over the columns having mor than two spans in each direction. Design and detail the 1s interior long beam (B2) if the total factored load is 40 kN/1 thickness of slab = 125 mm, C-20 concrete, Grade 420 stee and live load is less than three times of dead load. Select U customary bars. Note: design the beam as rectangular section no need to go fo T-beam check.

A roof system consists of 300 mm x 300 mm columns at spacing of 5m and 4m in two mutually perpendicula directions, as shown in Figure below. B \300×300 mm Columns B2 More than 2@ |4 m Each 中十 More than 3 @ 5 m each Beams run in both directions over the columns having mor than two spans in each direction. Design and detail the 1s interior long beam (B2) if the total factored load is 40 kN/1 thickness of slab = 125 mm, C-20 concrete, Grade 420 stee and live load is less than three times of dead load. Select U customary bars. Note: design the beam as rectangular section no need to go fo T-beam check.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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