Solve the portico shown using the deflection method, construct theBending Moment Diagram for the entire structure and the ShearBending Diagram for beam 4-5 only. Also calculate the vertical reactionof the support of node 34 ton m6 ton4m2e125VEI2.43m3m3mto

Shear Force : Shear force is an uneven vertical force that acts on the section's right or left side.…

Answered: Solve the portico shown using the…

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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UNO
Determine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.
Using mcd pls
Plz do it correctly asap.
The beam with cross-section shown in Figure 1 is subjected to a uniformly distributed load and a moment. The centroidal axis of the section is c= 74.44 mm from the bottom. I. -2.18x10 mm. E = 2.1×10 MPa. a) At a cross-section 2 m to the right of support A; i) ii) iii) Calculate the Shear Force, V, and the Bending Moment, M. Determine the maximum bending stress. Sketch the bending stress distribution across the section, include critical tension & compression stress values. Determine shear stress developed at the flange-web interface and also the shear stress at the neutral axis of the cross-section. Sketch the shear stress distribution across the section, include the critical values. b) Using the double integration method, find the deflection curve for 0≤x≤5 m. 3 kN/m 5m 3 m- Figure 1 15 kN-m 100 All dimensions are in mm.
Theory of structure L=10 ft Udl =4k/ft
Question 3 Determine the deflections in horizontal and vertical directions at point C and the reactions at supports A and B of the truss shown in Figure (3) using the stiffness method. Take E = 210 GPa and A = 170 mm² for all members. 24 KN 3.00 m 4.00 m Figure (3) C B 18 KN
A simply supported beam carries a moment applied to one end as shown. El is constant. a) Calculate the support reaction forces for the beam b) Write out the M(x) equation using discontinuity functions. c) Determine the slope and deflection equations by integrating the M(x) equation as needed and using two B.C. to solve for the integration constants, C1 and C2. d) Calculate the deflection at the mid-span of the beam. e) Check: Calculate the deflection at point B (right support). A 12A
ASAP PLS
Q6.1. For the two-dimensional truss structure shown in the figure, determine all the nodal deflections and nodal forces. The support reaction forces, Rix, Rly and R3x are also indicated on this figure next to the supports. Both bar members (1) and (2) are of length 2.0 m. Each member has a cross-sectional area of 80 mm² and a modulus of elasticity of 200 GPa, Ignore the possibility of buckling in the compression members. Ans.: u2x=0.625 mm, u2y=-2.061, u3y=-0.375 mm, Rix--5 kN, R₁-3 kN, R3x=3 kN. R R RIS (1) (3) Fig. 1 3 kN 2 kN X
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Solve the portico shown using the deflection method, construct the Bending Moment Diagram for the entire structure and the Shear Bending Diagram for beam 4-5 only. Also calculate the vertical reaction of the support of node 3