Title: Analysis of building frame. Analyze the five-storied building frame shown in the figure by using the moment distribution method. The story height is 10'. Total service loads on the beams are 3k/ft. X = Z = 24.67 Y =15 Z Suppose this particular building has a pitched roof. The steel truss given in fig. 2 is used to build the pitched roof. Determine member forces of the truss. 20k 50k 8' Y/2 Y/2 Question: 1.1 Analyze frame using moment distribution method:

Title: Analysis of building frame. Analyze the five-storied building frame shown in the figure by using the moment distribution method. The story height is 10'. Total service loads on the beams are 3k/ft. X = Z = 24.67 Y =15 Z Suppose this particular building has a pitched roof. The steel truss given in fig. 2 is used to build the pitched roof. Determine member forces of the truss. 20k 50k 8' Y/2 Y/2 Question: 1.1 Analyze frame using moment distribution method:

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

Problem 1 The 80 lb boy stands on the beam and pulls on the rope with a force of 40 lb. ()D=0.4 and ()D = 0.35 between his shoes and the beam. The beam has a weight of 0.641 lb/in all along it's length. Neglect the thickness of the beam. Also neglect the size of the pulleys (i.e. assume the rope acts at points F & G). a) Is the boy stationary or slipping? b) Determine the beam support reactions at 4 and B. E₂ T 13 12 5 ft E D 1 ft 3 ft -4 ft B
Question 2 (PLO2, 30 marks) Figure 2 shows a fixed-end beam with point load, P applied at the distance of a from left support. Assume the flexural rigidity EI of the beam is uniform. P kN Length Student Length (m) а (m) P (kN) Mwanza 5 4 a) By using compatibility of slope, determine the support reactions of the beam. Refer the table provided for the value of length, P and a. (20 marks) b) Sketch the shear force diagram (SFD) and bending moment diagram (BMD). (10 mark)
A concentrated load P = 6 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 233 GPa, and | = 253 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) 12 A C a
Are load combinations an example of superposition? True False The response due to loads A and B together = The Load Combinations The following table contains the results of several analyses for the reaction at the base of a frame. All forces are in kips. Component Horizontal Vertical Dead 0.66 2.50 Live 0.99 3.75 Earthquake 3.00 2.58 Compute all the relevant load combinations for dead, live, and earthquake. Then answer the following questions. Give all answers in absolute value (no negative signs).
Please help me
c) Using the portal method to calculate and draw the bending moment diagrams for columns AD and BE shown in Figure 4. All members have the same constant EI value. H I 800 kN 3 m D E F 400 kN 3 m A B C 10 m 10 m Figure 4
Determine the bending moment 10.87 ft to the right of point A for the beam shown belowif T = 916 lb ft, W = 169 lb/ft, a = 7.46 ft, b = 5.27 ft, and c = 4 ft. Round of the final answer (in lb ft) to four decimal places. W A D T ★ b★.c. C
Idealize the following braced frame as a truss. Compute the horizontal deflection at Node A. ● ● ● E = 29000 ksi Column: A = 10.0 in.² Diagonal brace: A = 1.09 in.² Beams: A = 10.0 in.2 14 20k 1OK 77777 16' A
In the structure shown, the support at A rotates 3x10-3 radians CCW, and the support at C has a settlement of 0.8 inches. Make the shear force and bending moment diagram using 1. Three-moment equation 2. Slope Deflection Method Make sure the diagrams for both methods are the same.
The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 3 m, b = 4 m. Hint: See Tables 1.2 and 1.4.
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. P d B C 800 L 4 4 4 4 Ⓡ A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 106 mm4, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. KN L