Check the safety of the section shown in Figure 2 below, using the Bresler Reciprocal Load method, where the section is subjected to a factored axial compression force and bi-axial moments as shown, giving that fc’ = 35 MPa, fy = 400 MPa, design cover (dc)= 50 mm. If the section is unsafe, what are your recommendations to increase the section capacity?Pf = 1 850 kNMfy = 200 kN.mMfx = 135 kN.m Check the safety of the section shown in Figure 2 below, using the Bresler Reciprocal Load method, wherethe section is subjected to a factored axial compression force and bi-axial moments as shown, giving that f.=35 MPa, f = 400 MPa, design cover (dc)= 50 mm. If the section is unsafe, what are your recommendationsto increase the section capacity?Pr = 1,850 kNMf = 200 kN.m.MA = 135 kN.m.%3D8-30MMfxPfMfy600Figure 2350

Given data: fc = 35 mpa dia = 30mm cover = 50mm

Answered: Check the safety of the section shown…

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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Check the safety of the section shown in Figure 2 below, using the Bresler Reciprocal Load method, where the section is subjected to a factored axial compression force and bi-axial moments as shown, giving that f_c’ = 35 MPa, f_y = 400 MPa, design cover (d_c)= 50 mm. If the section is unsafe, what are your recommendations to increase the section capacity?

P_f= 1 850 kN
M_fy = 200 kN.m
M_fx = 135 kN.m

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