Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts,equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing os= 220 MPa for rivets in single shear and os = 280 MPa for rivets in double shear. E=200GPA forall materials.8 KN15 KN/m12 KN/m2m3m3m2mProperties of T-SectionBr = 180 mmTf= 16 mmTw = 12 mmD = 210 mmProperties of C-SectionB = 105 mmT = 12 mmTw = 12 mmD = 210 mm Determine the spacing of rivets in mm.Determine the maximum flexural stress at 1 m from the support at D to E in MPa.

Given: τ=100 Mpa σb=220 MPa bearing stress for single shear rivet σb=280 MPa bearing stress for…

Answered: Determine the spacing of rivets in mm.…

Engineering

Civil Engineering

Determine the spacing of rivets in mm. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.8.3P

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A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up
section made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts,
equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing os
= 220 MPa for rivets in single shear and os = 280 MPa for rivets in double shear. E=200GPA for
all materials.
8 KN
15 KN/m
12 KN/m
2m
3m
3m
2m
Properties of T-Section
Br = 180 mm
Tf= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
B = 105 mm
T = 12 mm
Tw = 12 mm
D = 210 mm

Determine the spacing of rivets in mm.
Determine the maximum flexural stress at 1 m from the support at D to E in MPa.

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