beam, determine the (a) shear at C and (b) moment at C. Determine the area for the moment diagram of the rectangular load from C to A with respect/referred to A Determine the area for the moment diagram of the reaction at B with respect/referred to

Q: For the following systems, we determine N=the minimum number of free nodal displacements that…

A: ASKED: To choose the incorrect statement based upon the number of free nodal displacements of the…

Q: Compute for the Shear and Moment Equation each segment. Compute the Reactions and Draw the detailed…

A:

Q: nd a solid steel [E = 32500 ksi] rod, as shown. The bronze rods (1) each have a diameter of 0.76 in.…

A:

Q: at the joint B be Hg and V respectively and Ve be the vertical reaction at the joint C. A 60 60 E KF…

A: To find support reaction at B and C

Q: 1. Write about the effects of the Stability and Determinacy of Engineering Structures on the…

A: Stability of the structure: The stability of the structural members are depending on the equilibrium…

Q: Determine the reactions of the given beam. Use Force method Let P =44 Figure 1: A PkN/m 4m 2m B F

A: Given Data Find support reaction using Force Method.

Q: (a) Calculate the shear equation V (x) and the moment equation M(x) as a function of the length L…

A: To determine:(a) Shear force and bending moment equations(b) Verify V(x)=ddxM(x) and verify the…

Q: A beam is loaded and supported as shown. Assume w = 6 kN/m and L = 5 m. (a) Use the…

A:

Q: For the system shown, a. Determine the equivalent force-couple system at the base at C. Express the…

A: Given:

Q: A B. y Figure Q4: A cantilever beam under non-uniformly distributed load (a) The support reaction…

A:

Q: 3. For the beam shown below, let wo = 90 N/m and w1 = 50 N/m. Wo W1 В -2 m-2 m 3 m Figure 2 Loaded…

A:

Q: Rigid AD rod in the figure, at points A and C with two vertical ela stic bars articulated at the…

A: Using equilibrium and compatibility equations

Q: B/ 300 MA RB Determine the reactions RA R and MA for this beam. (Solve by the method of…

A: Given prop cantilever and it is asked to find reaction at A and B also moment at A.

Q: Problem 1. Concentrated load P, at B and difference AT(x) are applied to circular bar with Young's…

A:

Q: For the beam and loading situation shown in the figure; (a) Draw the free body diagram. (b)…

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Q: b. C 2EI El B L L

A:

Q: For the statically indeterminate beam shown in Figure 3, determine the reactions at the support A…

A: Indeterminate beam with half span loading, It is asked to determine the reactions at the support A…

Q: 3. Determine the force in each bar of the truss shown in the figure in terms of P. 30 60° 30° 45 45°

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Q: dinate system) ffness matrix) 10. Consider the structure in Figure 3. Assume the hydrostatic load…

A:

Q: In the truss shown in the Figure, the force in member BC is: 100t 30 a. 100 Tons (C) b. 100 Tons (T)…

A: Given data in question  Truss  Point load Span member length  Angle To find out  Force in member BC

Q: The beam supports a uniform load of 3.0 k/ft and a concentrated load of 12 k as shown in the figure…

A: Calculate reaction at support B and D: ∑FV=0RB+RD=48 ∑MB=03×12×6-12×6-RD×24=0RD=6kRB=48-RD=42 k

Q: Indicate if the flat lattice of figure 1 is statically determinate, indeterminate or unstable. If…

A: Degree of static indeterminacy is given by Ds= m + r -2j where m=number of members r=external…

Q: A load P is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E =…

A:

Q: y 9 kips/ft 5 kips/ft A В C D 6 ft 10 ft 11 ft

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Q: c(kn/m)=3 / d(m)=3.5 PLEASE WITH EXPLANATION 2) Calculate the internal forces at the cross section…

A: Given:- The magnitude of the load applied on the beam = c (kN/m) = 3 kN/m Each span length = d (m) =…

Q: For the given state of stress, determine (a) the maximum principle stress (b) the maximum shearing…

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Q: The beam shown in Figure 3 has an inclination of 30° from the horizontal axis and it is pinned at A…

A: A beam is inclined 30deg with horizontal and a load,P vertical to the beam is applied at 2 m from A…

Q: a. The reactions at the support for a simple beam loaded as shown. Neglect the weight of the beam.…

A:

Q: The L-shaped arm ABCD shown in the figurelies in a vertical plane and pivots about a horizontalpin…

A: Given:- L-shaped arm ABCD  To find:- (a) Obtain a formula for the elongation of the spring due to…

Q: 55 kM y 70 kN/m В C 3 m 7 m

A: Given : Simply supported overhang beam with UDl, UVL and point loads

Q: A propped cantilever beam, fixed at theleft-hand end A and simply supported at the righthandend B,…

A: Given:- RB,RA,MA To find:- All reactions for this beam.

Q: Situation B. The cantilever beam shown is in an equilibrium state, 25kN 10KN 50KN/m 60 A 3m 2m 4m 1m…

A: solution for question 7 vertical  component of 10 KN load  Fv=10sin60°=8.66 KNmoment about…

Q: Determine the magnitude of the force on element BC if a force F = -71i kN is added at node B.

A: AB=32+1.252=3.25mBC=32+42=5mMA=0155×3-C(5.25)=0C=88.57kN Fx=0Ax-C=0Ax=88.57kNFy=0Ay=155kN

Q: Determine the components of the P kN force. The components must parallel and perpendicular to the…

A: Given  P = 10KN  Angle of force  = 20⁰

Q: В 60° k www 45° C D E A

A:

Q: 1- Determine the reactions at the supports and draw the moment diagram of the statically…

A:

Q: Determine the reactions at the supports. El is constant. (Figure 1) Determine the force of reaction…

A: Slope Deflection Method:Moments at the ends of the members are related to the appropriate rotations…

Q: A horizontal shaft AB rotates with a constant angular velocity o. Two rods that are external loads…

A: Solution:- The given diagram is shown below,

Q: Situation B. The cantilever beam shown is in an equilibrium state, 25KN 10KN 50KN/m 60 A 3m 2m 4m 1m…

A:

Influence Lines

The graphs that show the variation of a function at a specific point on a beam or truss due to a unit load placed at any point along the structure are known as influence lines in engineering. Some common functions that are studied with influence lines are shear, moment, and deflection. In designing beams and trusses, it is important to use influence lines in structures where loads would move along their span such as bridges, crane rails, conveyor belts, floor girders, etc. The influence lines help to study where a load will create the maximum effect for any of the functions.