Quiz 8: Calculating Bending Stress, Shear Capacity, and Deflection for a Lintel Beam, Exercises of Structural Design and Architecture

A practice quiz problem for calculating the maximum bending stress, required shear capacity of nails, and maximum deflection for a given lintel beam. Students are allowed to use a crib sheet and a silent calculator during the quiz. The beam is a built-up section with given dimensions and material properties.

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2011/2012

Uploaded on 12/22/2012

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Practice Quiz 8
Note: A one page (one sided) crib sheet is allowed during the quiz,
along with a silent, non-programmable calculator.
Clearly show your work and answer.
A lintel beam 18 ft long is used in carrying the imposed loads. It is a built up section 8.125โ€
deep of 3 x 8 sides with a 2 x 2 top (2 nails) and a 7/8 x 12 plywood bottom (4 nails) as shown.
The centroid and moment of inertia for bending about the x axis is given in the figure.
Find:
a) the maximum bending stress for the
section, fb
b) the required shear capacity of the nails for
the top [or bottom] connected part if the pitch
spacing is 5.75 inches
c) the maximum deflection in the beam knowing
E = 1.5 x 106 psi
d) [some short question from the text material]
Answers:
a) fb = 2256 psi
b) F โ‰ฅ 168.3 lb [or 361.2 lb]
c) ฮ”max = 1.61 in
18 ft
w =520 lb/ft
2.34 k
2.34 k
V
M
14.0 k-ft
7.25โ€
2-3x8 (2.5โ€x7.25โ€)
with a 2x2 (1.5โ€x1.5โ€)
2.5โ€ 2.5โ€
8
7โ€x12โ€ plywood
1.5โ€
12โ€
y
ห†= 3.76 in
Ix = 325.0 in4
cross section
0.875โ€
1.5โ€
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Practice Quiz 8

Note: A one page (one sided) crib sheet is allowed during the quiz,

along with a silent, non-programmable calculator.

Clearly show your work and answer.

A lintel beam 18 ft long is used in carrying the imposed loads. It is a built up section 8.125โ€ deep of 3 x 8 sides with a 2 x 2 top (2 nails) and a 7/8 x 12 plywood bottom (4 nails) as shown. The centroid and moment of inertia for bending about the x axis is given in the figure.

Find:

a) the maximum bending stress for the section, f b

b) the required shear capacity of the nails for the top [or bottom] connected part if the pitch spacing is 5.75 inches

c) the maximum deflection in the beam knowing E = 1.5 x 10^6 psi

d) [some short question from the text material]

Answers:

a) f b = 2256 psi

b) F โ‰ฅ 168.3 lb [or 361.2 lb] c) ฮ”max = 1.61 in

18 ft

w =520 lb/ft

2.34 k

2.34 k

V

M

14.0 k-ft

7.25โ€

2-3x8 (2.5โ€x7.25โ€) with a 2x2 (1.5โ€x1.5โ€) 2.5โ€ 2.5โ€

(^7 8) โ€x12โ€ plywood

1.5โ€

12โ€

y ห†^ = 3.76 in

I (^) x = 325.0 in^4

cross section

0.875โ€

1.5โ€

docsity.com