A W410 x 46 beam section consisting of A 36 steel Fy = 248 MPa, Fu = 400 MPa has twoholes for 22mm diameter bolts in its tension flange. Fb = 0.66Fy. Assume diameter of hole is3mm greater than bolt diameter.Properties of W410 x 46A = 5,890 mm2d = 403 mmbf = 140 mmtf = 11.2 mmtw = 7.0 mmw = 46.2 kg/mSx = 773 x 103 mm3Ix = 156 x 106 mm4a. Determine the effective tension flange area.b. Determine the amount of moment of inertia to be reduced due to the effect of holes.c. Determine the safe concentrated load that it could support at the midspan besides its ownweight if it has a simple span of 8m. 5. A W410 x 46 beam section consisting of A 36 steel Fy = 248 MPa, F, = 400 MPa has twoholes for 22mm diameter bolts in its tension flange. Fb = 0.66FY. Assume diameter of hole is3mm greater than bolt diameter.Properties of W410 x 46A = 5,890 mm?d = 403 mmbf = 140 mmt = 11.2 mmtw = 7.0 mmw = 46.2 kg/mSx = 773 x 103 mm3Ix = 156 x 106 mm4a. Determine the effective tension flange area.b. Determine the amount of moment of inertia to be reduced due to the effect of holes.c. Determine the safe concentrated load that it could support at the midspan besides its ownweight if it has a simple span of 8m.

Given:- W410 x 46 beam s A 36 steel Fy = 248 MPa Fu = 400 MPa has two holes for 22mm diameter bolts…

Answered: W410 x 46 beam section consisting of A…

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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A W410 x 46 beam section consisting of A 36 steel Fy = 248 MPa, Fu = 400 MPa has two
holes for 22mm diameter bolts in its tension flange. Fb = 0.66Fy. Assume diameter of hole is
3mm greater than bolt diameter.
Properties of W410 x 46
A = 5,890 mm2
d = 403 mm
bf = 140 mm
tf = 11.2 mm
tw = 7.0 mm
w = 46.2 kg/m
Sx = 773 x 103 mm3
Ix = 156 x 106 mm4
a. Determine the effective tension flange area.
b. Determine the amount of moment of inertia to be reduced due to the effect of holes.
c. Determine the safe concentrated load that it could support at the midspan besides its own
weight if it has a simple span of 8m.

5. A W410 x 46 beam section consisting of A 36 steel Fy = 248 MPa, F, = 400 MPa has two
holes for 22mm diameter bolts in its tension flange. Fb = 0.66FY. Assume diameter of hole is
3mm greater than bolt diameter.
Properties of W410 x 46
A = 5,890 mm?
d = 403 mm
bf = 140 mm
t = 11.2 mm
tw = 7.0 mm
w = 46.2 kg/m
Sx = 773 x 103 mm3
Ix = 156 x 106 mm4
a. Determine the effective tension flange area.
b. Determine the amount of moment of inertia to be reduced due to the effect of holes.
c. Determine the safe concentrated load that it could support at the midspan besides its own
weight if it has a simple span of 8m.

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