Please calculate the following for the following problems. Please show all the work with step-by-step solutions. Please show all work for the following problem. 2.5 kN/m5 kN2 m1m3 m80 mmR₁R2hDetermine the minimum height h of the beam shown in the above figure if the flexural stressis not to exceed 20 MPa.

To determine the minimum height of the beam shown in the figure such that the flexural stress does…

Answered: 2.5 kN/m 5 kN 2 m 1m 3 m 80 mm R₁ R2 h…

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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Similar questions

The cantilever steel beam as shown below has the rectangular cross section shown, determine the maximum displacement of the beam use E=200 GPa for the modulus of elasticity 200mm 4 KN/m 6 KN .m 350mm 2m 2m 1m
a. Location or distance of maximum moment measured at “x” distance from point Ab. Maximum bending stressc. Bending stress at point Bd. Bending stress at point C
A RC column of square cross-section (450 mm x 450 mm) has its column load-moment interaction diagram as shown in figure below. P fabD 0.9 0.2 M fabD? 0.2 0.4 What is the maximum eccentricity at which a factored load of Py = 810 kN can be applied safely? [Take fck = 20 MPa] %3D
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34
solve using NSCP 2015limitations/specifications. Show your detailed solution.
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;1 = 370 x 106 mm“]. For the loading shown, determine the beam deflection vc at point C. %3D Assume P = 73 kN, w = 35 kN/m, LAB - LBC= 3.6 m, LCD= 1.7 m. %3! P. B |C D LAB LBC LCD Answer: Vc= 8.8767 mm.
BY THE WAY P=66 KN
A simply supported beam AB is subjected to a uniformly distributed load and a concentrated load as shown. The midspan deflection if E = 200 GPa and 1=3x 106 mm² is: 200 N/m M = 1800 Nm S 2m 2 m 2 m 2 m Determine the value of Ely midway between the supports in kN-m³. Select the correct response: 3.2 2.3 5.9 2.9 C
For the propped beam shown, determine the following: The max deflection max positive moment max shear 1000N/m 1m 3m 1mm
H.WODraw the shear Stress distribution diagram for the I-section beam with unequal flanges shawn in figure? 250mm Somm Ans/ Tm=7.36 MB %3D loow 100W Somm- 250mm 立 2m 2m 2m Somm 50 mm
If the midspan deflection is 50mm, and the load P = 15KN, determine the maximum length L of the beam without failure. See figure 02 below.

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2.5 kN/m 5 kN 2 m 1m 3 m 80 mm R₁ R2 h Determine the minimum height h of the beam shown in the above figure if the flexural stress is not to exceed 20 MPa.