2. Draw the approximate shear and bending moment diagrams for all the members of theframe shown in Figure 2, and compare the shear force and bending moment results withthe analysis from SAP2000.GA10 kN/mH10 kN/mᎠE6 mBC6 m4 mF4 mFigure 2. Problem 12.4 of Structural Analysis, 6th Edition, Aslam Kassimali.

Answered: Image /qna-images/answer/2633ef13-7808-453a-a338-84d60a8f681d.jpg

Answered: 2. Draw the approximate shear and…

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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The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-. 100- P Q 201 100- T 20 81484 80 20 40 --N (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa 068
Subject: Mechanics of deformable bodes NOTE: Choose the answer in the choices below
An aluminum alloy [E = 10,300 ksi] tee‐shaped bar is used as a beam. Thecross-section of the tee shape, shown in the figure below, has a total depthof d = 7.5 in. The centroidal z-axis of this cross-section is located 2.36 in.above point H. The beam spans in the x-direction and it bends about the zcentroidal axis. A strain gage is affixed to the side of the tee stem at adistance c = 1.25 in. below the top surface of the tee shape. After loads areapplied to the beam, a normal strain of ɛx = −810 μɛ is measured by thestrain gage. What is the bending stress at point H?
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee
Q2: The simply supported beam shown as Figure 5. below is subjected to Loading as shown on the Figure. Using singularity function method. Find the maximum Lenght (L) so that the max. deflection is not greater than 30mm for the Beam.. The flexural rigidity (El) of Beam section El = 50*103 KN.m?2 “4m L Sm
Please solve this question in hand writing step by step. Again please in handwriting step by step.
Subject: structural theory Have complete solution per figure
required :1. Calculate the axial force exerted on supporting member BC2. Calculate the reactive force of the spring support 3. Magnitude and sense of reactive force of the hinge support 4. Draw the free body diagram
W=1
Consider the truss shown in (Figure 1). Suppose that F = 30 kN Figure A 3m 3m < 1 of 1 ▼ Determine the force in the member CD of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case tension. FCD- Value Submit Part B HA Part C Request Answer Determine the force in the member CB of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FCB- Value Submit Request Answer HÀ Submit Part D FDA- Value HA Determine the force in the member DA of the truss and state whether it is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive…
Q1: Two tensile stresses of 150 MPa and 50 MPa mutually perpendicular to each other are acting on a plane in a member as shown in Figure1. Draw Mohr’s Circle and determine normal, shear and resultant stress on the plane inclined at an angle of 550 with major axis. Discuss step by step procedure. (Assume a scale of 1cm = 10 MPa or any other suitable scale)
Given the image below what is the equivalent force-bouple at poitn A at tension of cord Cg when Tcg = 52.1N?

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