PLEASE ANSWER NUMBER 1.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS. concrete and topped with a rigid cap. Calculate the stresses in the steel and in thethe problems below:The figure shows the cross section of a circular steel tube that is filled with1.200 kipsconcrete caused by the 200.kin axial load. Use E 29 x 10° psi andE= 3.5 x 10 psi.66 inSteelConcrete6 in. A reinforced concrete column 200 mm in diameter is designed to carry anaxial compressive load of 320 kN. Determine the required cross-sectional area of thereinforcing steel if the allowable stresses are 6 MPa for concrete and 120 MPa forsteel. Use E = 14 GPa and E = 200 GPa.

Answered: Image /qna-images/answer/1a36eec2-9b3d-4996-96ce-ae9adaac3155.jpg

The figure shows the cross section of a circular steel tube that is filled with 1. 200 kips concrete and topped with a rigid can. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Ey = 29 x 10° psi and E = 3.5 x 10 psi. 66 in Steel %3D Concrete . A reinforced concrete column 200 mm in diameter is designed to carry an axial compressive load of 320 kN. Determine the required cross-sectional area of the reinforcing steel if the allowable stresses are 6 MPa for concrete and 120 MPa for steel. Use Eco = 14 GPa and E = 200 GPa. %3D

The figure shows the cross section of a circular steel tube that is filled with 1. 200 kips concrete and topped with a rigid can. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Ey = 29 x 10° psi and E = 3.5 x 10 psi. 66 in Steel %3D Concrete . A reinforced concrete column 200 mm in diameter is designed to carry an axial compressive load of 320 kN. Determine the required cross-sectional area of the reinforcing steel if the allowable stresses are 6 MPa for concrete and 120 MPa for steel. Use Eco = 14 GPa and E = 200 GPa. %3D

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.10.7P: Continuous cable ADS runs over a small Frictionless pulley at D to support beam OABC that is part of...

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