AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 44 kN/m, LAB= 2.0 m, Lec=4.0 m, and Lcp=2.0 m. Consider the entire 8.0 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). yı

AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 44 kN/m, LAB= 2.0 m, Lec=4.0 m, and Lcp=2.0 m. Consider the entire 8.0 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). yı

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

A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 26 kips, w = 3.4 kips/ft, LAB = 4.0 ft, LBC = 4.0 ft, and LCD = 15.4 ft. Determine the magnitude of the maximum bending stress in the beam. A P LAB Answer: Omax = i B LBC C ksi W LCD D X
The following steel circular bar (Es = 200 GPa) is divided into two segments. Segment 1 is tubular and segment 2 is solid. Determine the distance "x" so that the bar does not exceed a total deformation of 2.5 mm. The load P is equal to 25 kN, the diameter d is equal to 30 mm, and the length L is equal to 10 m.
For the state of stress shown, determine (a) the principal stresses, (b) the maximum in-shear stress. Sketch such stresses in a two- element format. 60 MPa 90 MPa Lx 30 MPa
A small aluminum alloy [E = 73 GPa] teeshape is used as a simply supported beam as shown. For this beam, a = 150 mm. The cross- sectional dimensions of the teeshape are b = 25 mm, d= 38 mm, and t=7 mm. After loads are applied to the beam at B, C, and D, a compressive normal strain of 490cis measured from a strain gage located at c= 9 rmm below the topmost edge of the tee stem at section 1-1. What is the applied load P? 3P Strain gage d a a H Answer: P = i
Determine the maximum compressive and tensile bending stresses of the beam shown, cross-section of the beam is given below
Yield strength 400 MPa factor of safety 2 In order to prevent leakage in the beam, size it. Calculate at what point the maximum bending stress occurs. Note: Show the calculations in detail
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w = 2.4 kips/ft, LAB = 3.2 ft, LBC = 3.2 ft, and LCD= 13.8 ft. Determine the magnitude of the maximum bending stress in the beam. P Omax LAB Answer: i B LBC C ksi W LCD D X
The stiffness matrix of the beam shown below is - 1. (2 В El 2EI 4m 8m A.
Asiacell|Asiacel K/s Asiacell For simply supported beam with rectangular cross section shown, determine the values and location of the maximum tensile and compressive bending * stresses 1000 lb 400 lb/ft 6 in DV 8 in 10 ft RA Rp
Q4) A cast iron beam is of I – section as shown in Figure (3). The beam is simply supported on a span of 5 m. If the tensile stress is not to exceed 20 N/mm2, find the safe uniformly load which the beam can carry. Find also the maximum compressive stress. I 80 mm- 20 mm 3 169.34 mm 200 mm 2) 20 mm A 90.66 mm 40 mm 100 mm Figure (3)
A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w = 3.6 kips/ft, LAB = 6.4 ft, Lâc = 6.4 ft, and Lcp = 15.0 ft. Determine the magnitude of the maximum bending stress in the beam. A P LAB Answer: Omax = IH B LBC C W LCD D X
A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = = 42 kN/m, LAB = 1.2 m, LBC = 2.4 m, and LCD = 1.2 m. Consider the entire 4.8 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). A B LAB LBC LCD WT305 x 41 Answer: (a) Omax,T = MPа (b) Omax,C = MPa %3D