structural theory Instruction: Draw the shear and moment diagram of the following beams. Determine the location andvalues of the minimum and maximum moments. Show your complete solution in a clean andorganized manner on your worksheet1.3 kN/m,6 KNArfn1.5 m2.300 lb/t600 ib450 lbft3.8 kN/m6 kN1.5 m4 kN/m3 kNArf6 kNm3 m3 m2 m

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Answered: structural theory

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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Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
Calculate the magnitude of the tension T and the angle θ for which the eye bolt will be under a resultant downward force of 17.4 kN.Assume F = 7.4 kN, P = 7.3 kN, ϕ=ϕ= 30°.
Construct the Shear Force and Bending Moment Diagrams for the beam shown by the AREA METHOD, without writing the shear and moment equations. You are expected to draw neatly and accurately. Give all numerical values at all change of loading positions and at all points of zero shear. A) what is the value of R1 and R2 in kN? B) locate the point of zero shear from point A in meters? C) what is the maximum negative shear and maximum positive shear in kN? D) what is the bending moment (in kN-m) at point of zero shear? E) what is the maximum negative bending moment in kN-m? F) what is the shear force (in kN) and bending moment (in kN-m) located 3 meters from point A? G) what is the slope of the shear force on segment CD? I need it ASAP please. THANK YOU
Construct the Shear Force and Bending Moment Diagrams for the beam shown by the AREA METHOD, without writing the shear and moment equations. You are expected to draw neatly and accurately. Give all numerical values at all change of loading positions and at all points of zero shear. A) what is the value of R1 and R2 in kN? B) locate the point of zero shear from point A in meters? C) what is the maximum negative shear and maximum positive shear in kN? D) what is the bending moment (in kN-m) at point of zero shear? E) what is the maximum negative bending moment in kN-m? F) what is the shear force (in kN) and bending moment (in kN-m) located 3 meters from point A? G) what is the slope of the shear force on segment CD?
Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the distance from point A where the shear force is zeroif W = 6.6 kN/m, T = 12.77 kNm, m = 7.4 m, and n = 4.6 m. Round off the final answer to four decimal places.
Construct the Shear Force and Bending Moment Diagrams for the beam shown by the AREA METHOD, without writing the shear and moment equations. You are expected to draw neatly and accurately. Give all numerical values at all change of loading positions and at all points of zero shear. A) what is the bending moment (in kN-m) at point of zero shear? B) what is the maximum negative bending moment in kN-m? C) what is the shear force (in kN) and bending moment (in kN-m) located 3 meters from point A? D) what is the slope of the shear force on segment CD?
QUESTION-1: Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
W=1317 kN/mUsing Three Moment Equation, determine all reactions at supports also, determine shear andbending moments with complete labels. Use 1= 1/12 bh^3 and E = 2.15x10^7 KPa
Determine the shear value when x = 5m (from the left) for the beam shown Where: P1 = 52kN; P2 = 42 kN; W1 = 12kN/m; W2 = 20kN/m
A 6m simply supported beam AB carries 2 concentrated downward loads of P=88KN each placed at third points of the beam span. With constant EI=21000 KN-m2. Using Double Integration Method (DIM) with origin taken at point A (left support) where 0 ≤ x ≤ 6m, calculate the first constant of integration, C1? Express your answer in KN-m2 in 2 decimal places.
For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN SKN/m
Given both questions are subparts please give me both solutions. Which of the following gives the bending moment at point A on the beam shown (KN-m)? A. zero B. 895 C.1000 D.375 Which of the following gives the axial and shear force at point A on the beam, respectively(KN)? A. 45 and 66.667 B.75 and 91.667 C. 60 and 121.667 D. 75 and 283.333

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