Problem 3. Bolted Connections 300 mm x 12.5 mm plates A single shear lap connection shown on the figure. 40 mm 40 80 mm mm 75 Given: 75 300 mm Fy = 248 MPa 75 75 Fu = 400 MPa Fn = minimum tensile strength of connecting material P. Fn = 300 MPa (nominal shear stress of bolts) Diameter of bolt = 22 mm 12.5 mm Use LRFD Design Method. a. Determine the design shear strength of the bolted connection with resistance factor Ø = 0.75. b. Determine the design bearing strength of the bolts on the connection. Resistance factor Ø = 0.75. c. Determine the design tensile force in the plate, (resistance factor Ø = 0.90 for yielding in gross section and Ø = 0.75 for fracture in the net section, assume Ae =An).

Problem 3. Bolted Connections 300 mm x 12.5 mm plates A single shear lap connection shown on the figure. 40 mm 40 80 mm mm 75 Given: 75 300 mm Fy = 248 MPa 75 75 Fu = 400 MPa Fn = minimum tensile strength of connecting material P. Fn = 300 MPa (nominal shear stress of bolts) Diameter of bolt = 22 mm 12.5 mm Use LRFD Design Method. a. Determine the design shear strength of the bolted connection with resistance factor Ø = 0.75. b. Determine the design bearing strength of the bolts on the connection. Resistance factor Ø = 0.75. c. Determine the design tensile force in the plate, (resistance factor Ø = 0.90 for yielding in gross section and Ø = 0.75 for fracture in the net section, assume Ae =An).

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

Non-Homogeneous LDECCSolve the following and box your final answer. Please answer it in detailed thank you!
List five different kinds of admixtures and their uses.
Explain the Bowditch method.
Give me right answer don't copy from websites. What is an example of a severe structural failure?
Wht is design requirements
What is NPSH ? What is the difference NPSH available and NPSH required?
Untitled Section Accuracy and Precision for all the following can not determine the accuracy of measurments O can not determine the precision of measurments O all above
Who designed the structures at Harvard?
A snow load transfers the forces shown to the upper joints of the Pratt and Howe roof lattices shown below. Ignoring the horizontal responses on the supports ( \(A x=Ex=0 \)) a) Determine the forces in all members using the joint method. Pratt Roof Truss System: AA A 2 Rods Pull Push CC=5,7 WIDTH (m) x=2 y=3,4 height (m) z=4,2 X 1 BB H 2 y 3 CC G y BB 5 D F X Pratt Roof Truss System SOLUTION: 6 AA E A 4-digit number must be written after the comma. For example 14.7845. Forces (kN) AA=4,2 BB=4,2 A
Differentiate between Invar and Cloth tapes?
Define shrinkage limit.
What is the use of die stock.