

Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and...
Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw the shear and moment diagrams. Also, draw the deflected shape and indicate points of inflection and regions of positive and negative curvatures. El-Constant klft 2 lO lo P1
Find the reactions of two statically indeterminate beams shown
below using the force method. draw the shear and moment diagrams.
Also draw the deflected shape and indicate points of inflection and
regions of positive and negative curves.
2 KNİm 挤C 5 m bm そ
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
1. Draw the shear force and bending moment diagrams for the
following three beams using the graphical method 2. For beams (a) and (b) in problem 1, find the shear and moment functions using the method of sections.
Please find all reactions with Moment Distribution Method &
draw shear/moment diagrams. Please show all work. Thank you in
advance!
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft
Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. El is constant. Note this is the same beam from HW10 Problem 2 where you used the Force Method. 1. 5m
(can be solve by slope deflection )
Using displacement method of analysis: (a) Draw bending moment diagram; (b) Draw shear force diagram; (c) Draw axial force diagram; (d) Find nodal displacements and rotations at B and D. P=30 kn H=60 KN B EI DI EI E 1 2EI pin fixed 8m
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1