Figure TQ.4a shows the elevationthe cross-section showing the steel reinforcement at its support (Fig. TQ.4b).The beam is loaded with uniformly distributed permanent load (including selfweight), F6, and live load, Fo. If the permanent load, Fe, is 20 kN/m, calculatethe uniformly distributed live load, Fo, which the beam can carry safely.Consider that the concrete cover at the top and the bottom is 30 mm.a reinforced concrete cantilever beam and[Hints: (i) Calculate the design moment capacity (+M,) of the cantilever beam(ii) Calculate applied bending moment (M*) due to factored loads (iii) compareþM, with M* to calculate safe uniformly distributed live load, Folmmm5-N24Data: Compressive strength of concrete, f'. = 40 MPaYield strength of steel reinforcement, fy = 500 MPa N12 StirupModulus of elasticity of steel reinforcement E,= 200 GPA%3D150 mm450 mm2-N24TQ.4b. cross-section with reinforcementdetails at support (section A-A)4 m50TQ.4a. Elevation of the beam

Answered: Image /qna-images/answer/205aeae7-9c63-4fd6-9ab5-52fa935a4d13.jpg

Answered: nowing the steel réihforċ with…

nowing the steel réihforċ with uniformly distribute load, Fo. If the permane buted live load, Fa, which oncrete cover at the top

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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