PROBLEM NO. 4. Determine the a) magnitude load P to be applied, and b) the normal stress on plane AB and the maximum normal and shear stress in the block at any possible orientation given the following properties: SET Bar width, w Bar thickness, t TAB when load Pis applied 1,885.5 psi A 4.75 inches 3.15 inches

PROBLEM NO. 4. Determine the a) magnitude load P to be applied, and b) the normal stress on plane AB and the maximum normal and shear stress in the block at any possible orientation given the following properties: SET Bar width, w Bar thickness, t TAB when load Pis applied 1,885.5 psi A 4.75 inches 3.15 inches

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

Given the following data:Cross section: 50mm x 75mmP = 200 kNθ = 15 ° with the x-axis Find the shear stress (in MPa) on plane A-A.
Determine the allowable shear stress if W= 33,813lb.
The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
Given: b = 350 mm d = 420 mm f'c = 30 MPa fy = 275 MPa Mu = 200 kN-m diameter of Rebar = 20 mm Required: 1 Depth of stress block, mm 2 Depth of the neutral axis, mm 3 Number of 20mm rebars
Explain about the Vane-Shear Test.
What is the maximum shear flow (qmals) that can occur in the section if it is subjected to a shear force of V = 80 kN? The dimensions of the section are: b = 450 mm, h = 250 mm, t = 25 mm. Please note that shear flow is typically measured in N/mm and it represents the distribution of shear stress along the section. a) 176,3 b) 184,7 c) 210,5 d) 225,9 e) 203,5
Analyse the cantilever retaining wall to retain soil of earth of height 5.5m above ground level. Soil having bearing capacity and density are respectively 170kN/m2 and 18kN/m3. Use:Concrete grade 25Steel strength 460N/mm2Internal angle of friction 30 degreeCoefficient of friction 0.5
Compute for the Bend Allowance and K-factor.
Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2. Dead Load: Super Imposed dead load = 4.5 KPa (including slab weight) CHB = 3.11 KPa 3. Seismic Parameter: Soil Profile - Sb Closest distance to the source - 10 km Ductility Coefficient R = 8.0 Seismic Zone Z=0.40 Ct = 0.0731 A. Compute TOTAL LATERAL FORCES in the 2nd floor? B. Compute LATERAL FORCES in the 3rd floor?
Determine the minimum cross section controlled by shear. Ans.: b = _________ mm and d = _______ 2 mm
a) What is the distance to centroid (x）? Please enter answer in mm and to 1dp. b) For the same section, what is the distance (e) in mm from the centreline of the left-hand web to the shear centre? The shear centre is marked as the blue dot in the previous figure. c) If the section is subjected to a point load of 100kN, what is the maximum shear stress in the section (in MPa)?
Q. Shear force,