Refer to the figure of the beam below. Use either consistent deformation method or slope-deflection method to solve the requirements below. For consistent deformation method Write the compatibility equation for the redundant force. Determine the unknown on the compatibility equation (deflectic and flexibility coefficients). Determine the support reactions. Draw the shear and moment diagrams. L L EI = Constant

Refer to the figure of the beam below. Use either consistent deformation method or slope-deflection method to solve the requirements below. For consistent deformation method Write the compatibility equation for the redundant force. Determine the unknown on the compatibility equation (deflectic and flexibility coefficients). Determine the support reactions. Draw the shear and moment diagrams. L L EI = Constant

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Figure Q1 shows a statically determinate plane truss subjected to a verticalconcentrated load at C and E. The truss is made using steel with Modulus of Elasticity is210 GPa, and the cross section area for all members are 30 mm2. Assuming P is the 10 and a is half of P, determine the vertical displacement at F. Thesolution can be based on Method of Conservation Energy or Method of Virtual Work.
Figure Q2 shows a statically determinate plane truss subjected to a horizontal concentrated load at B. The truss is made using steel with Young's modulus of 205 GPa, and the cross section area for all members are constant. If the horizontal displacement at B is limited to 10 mm, determine the minimum cross section area required for the truss. The solution can be based on Method of Conservation Energy or Method of Virtual Work. (а) (b) Based on Q2(a), suggest an appropriate steel bar measurement.
pls ans soon
a) Find the displacements at point C of the frame using Finite Element Method. b) Draw the stress resultant diagrams (M, N, T). 70[kN]| 50 kN / m 30 (cm) B 60(cm) 1.5 m) E=28 GPa. 1.5(m) 9 (m)
Answer it step-by-step with complete solution and answer all the questions asked
200mm Strain gauge F mun +100m 200mm- 4mm Strain gauge 4mm 12mm 12mm 4mm A small T-section is used in inverted positions as a beam and is shown in figure over a span of 400 mm. If due to the application of forces shown, the longitudinal strain gauge at F registers a compressive strain of 1500 microstraints, determine the magnitude of P. Take E = 200 GPa.
dont use mohr circle
Problem 2: For the beam given below: (a) Calculate all support reactions. (b) Draw the shear diagram. Show all important values of shear. Show the sign convention within each region. (c) Draw the moment diagram. Show all important values of moment. Show the sign conventions within each region (concavity: smiley face, sad face, etc.) (d) Sketch the deflected shape. Show supports in your sketch. For your solution, let w = 2 kips/ft and L = 20 ft. A L 22 B L W C
A three-element truss has the configuration shown in Figure 5. A vertical load is applied to the truss at joint B. Each member has a cross-sectional area of 100 mm? and all of them are made of aluminum with the Young's modulus E = 70 GPa. Use Castigliano's First Theorem to determine the horizontal and vertical displacements at joint B. The load P= 5 kN and the dimension 1=2 m. 0.51 0.61 0.8/
For certain values of w and P, the maximum positive bending moment in the beam is +7044 lb-ft, and the maximum negative bending moment is -8873 lb-ft. The cross section of the beam is shown. The pertinent section properties of the cross section are e = 2.90 in., f = 1.30 in., and I,= 18.3990 in.4. Calculate (a) the maximum tensile bending stress and (b) the maximum compressive bending stress that is produced in the beam. Enter your answers with the appropriate sign. B D b d y
Structural Analysis II (Please use the consistent deformation method)
Flexure stress *Please answer in complete solution and draw the shear and moment diagram, Solve the Area moment of inertia*