Two A36 angles 100x100x9.5mm in tension is connected to a gusset plate with 22 mm diameter bolts in 25 mm diamcter holes as shown in the figure below. The scrvice deadload is 135 KN dcad load. Usc 1.2DL + 1.6 LL 1. Determine the value of service live load P based on tensile yielding in the gross area of the angle. D=0.90 2. Determine the value of service live load P based on tensile fracture in the net area of the angle. Anet = 0.85A.. 0=0.75 3. Determine the value of service live load P based on bolt shear if the normal shear stress of the bolt is 331.2 MPa. Use 0=0.75 好 or

Two A36 angles 100x100x9.5mm in tension is connected to a gusset plate with 22 mm diameter bolts in 25 mm diamcter holes as shown in the figure below. The scrvice deadload is 135 KN dcad load. Usc 1.2DL + 1.6 LL 1. Determine the value of service live load P based on tensile yielding in the gross area of the angle. D=0.90 2. Determine the value of service live load P based on tensile fracture in the net area of the angle. Anet = 0.85A.. 0=0.75 3. Determine the value of service live load P based on bolt shear if the normal shear stress of the bolt is 331.2 MPa. Use 0=0.75 好 or

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Activity 5: Check for understanding
Two A36 angles 100x100x9.5mm in tension is connected to a gusset plate with 22 mm diameter bolts in 25 mm
diameter holes as shown in the figure bclow. The service deadload is 135 KN dead load. Use 1.2DL + 1.6 LL
1. Determine the value of service live load P based
on tensile yielding in the gross area of the angle.
D=0.90
2. Determine the value of service live load P based
on tensile fracture in the net area of the angle.
Anet = 0.85Ag. 0=0.75
3. Determine the value of service live load P based
on bolt shear if the normal shear stress of the
bolt is 331.2 MPa. Use 0=0.75
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