1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "Pu" in KN.

1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "Pu" in KN.

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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Concept explainers

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

Please provide the whole (not shortcut) and correct solution with figures. thank you

Given:

x =175mm

Rivet Dia.,=20mm

y=200mm

Fy=248Mpa

Fu=400 Mpa

Bolt Dia.=22mm

1. Two A36 16mm thick steel plates are connected by four rivets shown.
TH
50
PU
50 x
50
50
a. Calculate design strength in KN considering tension
failure on gross section yielding.
b. Calculate design strength in KN considering tension
failure on net section fracture.
c. Calculate design strength in KN considering block shear rupture.
f. Calculate the ultimate safe load "Pu" in KN.

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Step 1: Introducing Given Data

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Step 2: Calculation of design strength in gross section yielding

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Step 3: Calculation of Net area

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Step 4: Calculation of design strength in net section rupture

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Step 5: Calculation of Agv, Anv & Ant

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Step 6: Calculation of design block shear strength & ultimate safe load (Pu)

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