A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine (a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В E 6 ft 3 ft * 3ft 4 ft 8 in. 1 in.

A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine (a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В E 6 ft 3 ft * 3ft 4 ft 8 in. 1 in.

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

Calculate uniform load frame reactions, and normal force, shear force and bending moment and draw diagrams. L= 6m H= 4m F1= -10kN F2= -6 Kn P= 3kN/m
A distributed loading of q(x) = (10x1/2 + 160x + 10) Pa acts over the top surface of the beam of span length 10m. The width of the surface loading on the beam is 0.5m. Sketch the loading and then determine the magnitude and location of the equivalent resultant force, FR.
PLEASE ANSWER ASAP TY! A 2-m long cantilever beam carries a uniformly distributed load of 10KN/m over its entire length. The beam has a rectangular cross-section with dimensions 200 mm wide and 400mm high. a) Determine the maximum flexure stress in the beam (in MPa). b) Determine the moment of inertia about the neutral axis of the cross-section (in mm4) c) Determine the magnitude of bending moment at a section 0.5m from fixed support (in KN-m). d) Determine the absolute maximum bending moment along the length of the beam (in KN-m).
Derive the singularity equation of moment for the beam shown in figure I then:- 1- Draw bending moment diagram for the beam (by using the singularity- Macaulay's equation) 2- Determine the maximum bending stress in the section (square section with side length of 40cm)
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.35 Page 220, calculate the Maximum Positive Shear in kips if the given 30kip concentrated load and 2kip/foot uniform load from the figure are both replaced by 39kips and 18kip/foot respectively. Express your answer in 2 decimal places.
A short length of a rolled-steel column supports a rigid plate on which two loads P and Q are applied as shown. The strains at two points Aand B on the center lines of the outer faces of the flanges have been measured and found to be εA=–400 * 10-6 in./in. εB= –300 * 10-6 in./in.Knowing that E= 29 * 106 psi, determine the magnitude of each load.
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.7 Page 217, calculate the Shear Force in KN at Point B if the given 150KN concentrated load, 25KN/m uniform load and 100KN-m applied moment from the figure are replaced by 137KN, 45KN/m and 102KN-m respectively. Express your answer in 2 decimal places. Include (-) negative sign if the shear force is negative.
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.34 Page 220, calculate the Maximum Shear in KN if the given 75KN concentrated load and 200KN-m applied moment from the figure are both replaced by 87KN and 172KN-m respectively. Express your answer in 2 decimal places. Include (-) negative sign if the shear force is negative.
GENERAL INSTRUCTIONS. DETERMINE THE DISTANCE FROM LEFT SUPPORT AND MAGNITUDE OF THE RESULTANT OF THE LOAD SYSTEMS.
Compute the bending stresses in the beam shown, f'c = 28 MPa Es=200000MPa M=165 kN-m
For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given beam on Problem 5.39 Page 220, calculate the Maximum Negative Shear in kips if the given 3kip/foot uniform load from the figure is replaced by 4.4kip/foot. Express your answer in 2 decimal places. Just input the magnitude of the shear force only, no need for the negative sign anymore.
The beam in the figures below has the cross section and loading indicated therein;determine for the most requested section, knowing that the allowable normal voltage is 1400kgf/cm².a) Determine Momentum andDevelop the structure efforts diagram and indicate the Most Requesting Section.b) Determine the area and Center of Gravity (G) of the structure.and Determine the Moment of Inertia Jz. c) Determine the maximum tensile and compression stresses, express the distribution of stresses in the figure and check the beam would you be able to do the calculations identifying a, b and c please