Determine the required spacing of 10mm U- stirrups at the left end of the simple beam carrying a uniform dead load of 50 KN/m throughout its span and a concentrated live load of 100KN applied at midspan, L= 6m if f'c = 21 MPa, normal weight, and fy = 420 MPa. The section of the beam has the following properties; d= 635mm, bw=350mm, h=740mm. Express your answer in mm and use whole number.

Determine the required spacing of 10mm U- stirrups at the left end of the simple beam carrying a uniform dead load of 50 KN/m throughout its span and a concentrated live load of 100KN applied at midspan, L= 6m if f'c = 21 MPa, normal weight, and fy = 420 MPa. The section of the beam has the following properties; d= 635mm, bw=350mm, h=740mm. Express your answer in mm and use whole number.

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

For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H G F F₁ Answers: 8 m F₂ Equation of line: y = x-axis: x = i 6.99 y-axis: y = 2.91 i B M D 0.415 -F₁ F₂ m m X+ 2.91 m
Force of member BH and indicate if it is in tension or compression.
Question 2: A compression member is subjected to service load of DL-180 KN and LL-335KN. The member is 6 m long and fixed at A and pinned at B. Use 992M steel F, = 345 N/mm² Select W shape, make two complete attempts. 6m B A
- For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 15 kN, F₂ = 25 kN, F3 = 45 kN, F4 = 25 kN, and M = 110 kN-m. O 6 m H Your answer is partially correct. G Answers: 8 m F₂ B x-axis: x = i -11.4 y-axis: y = i 7.27 Equation of line: y = 0.636 M D F₁ F₂ m m X + i 7.27 m
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 35 kN, F2 = 35 kN, F3 = 50 kN, F4 = 35 kN, and M = 140 kN-m. A 6m H F 5 Answers: 8 m x-axis: x = y-axis: y = i F₂ Equation of line: y = i --x B M F D - F, m m x+ Mi 3
3- What size of threaded rod is required for member AB given in figure below. The applied load of 152is the live load and neglect the weight of the member BC. B 152 kN 4.5 m 2.7 m
5. The rods AB and CD are made of steel. Determine their smallest diameter so that they can support the loads shown. The beam is assumed to be pin connected at A and C. Use the ASD method, where the dail=345 MPa and F.S=1.5 B D 6 kN 5 kN A 4 kN -2 m 2 m -3 m -3 m
Question (1): A rectangular beam has a width b = 400 mm, and effective depth d= 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment M, = 1500 kN.m and an ultimate shear force Vy = 700 kN. 1-) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups o 10 mm (No.10) diameter, calculate therequired spacing (s) between the stirrups at the ultimate shear force section.
Determine the axial load at point B for the beam below. 12k 60° 8 k SASn sn sn -5 ft 5 ft- -5 ft- Select the correct response 6 k -2.39 k -6 k 2.39k