A rectangular beam is supported at both ends. It carries two concentrated load of 30kN, a clockwise moment of 150KN-m, and a uniformly distributed load "w". The modulus of elasticity of the beam is 130GPA. Solve the following if the reaction at point B is 256.73846153846KN, upward. BEAM DIMENSION: Width = 130mm, Height = 360mm NOTE: b = 4.8m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) w What is the numeric value of C1 (1st Constant)? kN-m2

A rectangular beam is supported at both ends. It carries two concentrated load of 30kN, a clockwise moment of 150KN-m, and a uniformly distributed load "w". The modulus of elasticity of the beam is 130GPA. Solve the following if the reaction at point B is 256.73846153846KN, upward. BEAM DIMENSION: Width = 130mm, Height = 360mm NOTE: b = 4.8m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) w What is the numeric value of C1 (1st Constant)? kN-m2

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

P A B 1m E 1m 2m The simply supported beam shown has a solid rectangular cross section having beam width of 130mm and a height of 200mm. Assuming values of P = 25KN, w = 30 kN/m, and E = 5m, determine: 1) The max tensile bending stress in MPa (enter this value into D2L answer box, in MPa). Exactly where does this occur along the beam? (4 sigs) 2) The max shear stress in MPa. Exactly where does this occur along the beam? ( 4 sigs) Your Answer:
3. The beam ABCD is fixed with simple support of B and C as shown in the figure below. When point A is 15 mm and point D is bent upward by 10 mm, find the loads P, Q to make point A and D equal to point B and C support points. P is acting on point A, and Q is acting on point D. The Flexible Rigidity tee is 2.5 X 106 Nm (Use Maucalay's method) 15 mm B -2.5 m تے 5m 25m 25m 10 mm
The beam has a rectangular cross section and is subjected to the loading shown. Determine the components of stress ox, oy, and Txy at point B. 800 N B 1000 N 15 mm 20 mm 20 mm 15 mm 100 mm 10 mm
Problem 5.9 A solid steel bar has a cross section of side b and is supported as shown. Knowing that for steel p = 7860 kg/m3, determine the dimension b for which the maximum normal stress due to bending is 10 MPa. b А C D В O000 -1.2 m- -1.2 m- <1.2 m-
If the beam is subjected to an internal moment of M=30 kN.m, determine the maximum bending stress in the beam. The beam is made from A992 steel. V Sketch the bending stress distribution on the cross section. 50 mm 50 mm 15 mm 10 mm 150 mm M 15 mm
Determine the maximum tensile bending stresses in the beam shown. LetP= %3D 19 Note Answer in whole number I = 100 × 106 mm4 P kN/m 2. NA 130 mm 6 m B = 4P 200 mm 2P kN 6-X= Am 4P : - GP
Prob 5. Calculate the maximum deflection dmax and the angle of deflection on the supports of a uniformly loaded simple beam loaded as shown. The maximum bending stress is o=60 MPa. The cross section of the beam is square with a length of 8 cm on each side. The beam is made of aluminum having modulus of elasticity E = 70 GPa. q = 2.0 kN/m L= 2.0 m
A structural beam subjected to sagging bending has a cross section which is an unsymmetrical I section. The overall depth of the beam is 300 mm. The flange stresses are O top = 200 N/mm² - = - Obottom 50 N/mm² What is the height in mm of the neutral axis above the bottom flange?
A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load Pis applied. Bars (1) and (2) are both made from steel [E= 30000 ksi] and both have a 2 cross-sectional area of 0.92 in.. If the normal stress in each steel bar must be limited to 17.6 ksi, determine the maximum load P that may be applied to the rigid bar. 67in. 57in. 123in 108in. 34in D
A wooden beam AB supporting two concentrated loads P has a rectangular cross section of width b = 100 mm and height h = 150 %3D mm. The distance from each end of the beam to the nearest load is a = 0.5 m. The span of the beam is 5 m. Determine the maximum permissible value P (in kN) if the allowable stress in bending is 11 MPa (for both tension and compression). A.
8. A steel bar of 40mm x 40mm square cross-section is subjected to an axial compressive load of 200KN. If the length of the bar is 2m and E=200GPA, the elongation of the bar well be
a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam the solid steel bar has a square cross section of side b and is supported as shown. We know that density of steel is 7860 kg/m, calculate the dimension b for which the maximum normal stress due to bending is 50 MPa. C D I-KE -1.2 m-1.2 m 1.2 m B