Calculate the cross-sectional A₂, and As of the left board (1), the flange board (2), and the right board (3). respectively. Answers: in.2 A₂ areas A₁. in.². Ag= i

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A wooden beam is fabricated by nailing
together three pieces of dimension
lumber, as shown. The cross-sectional
dimensions of the beam are also shown.
The beam must support an internal
shear force of V-650 lb. Assume
by-2.00 in., by-3.75 in.d.-7.75 in.
d₂-2.00 in
(a) Determine the maximum horizontal
shear stress in the cross section for V
-650 lb.
(b) If each nail can provide V, - 110 lb of
horizontal resistance, determine the
maximum spacings for the nails.
(c) If the three boards were connected
by glue instead of nails, what minimum
shear strength would be necessary for
the glued joints?
TI
Transcribed Image Text:A wooden beam is fabricated by nailing together three pieces of dimension lumber, as shown. The cross-sectional dimensions of the beam are also shown. The beam must support an internal shear force of V-650 lb. Assume by-2.00 in., by-3.75 in.d.-7.75 in. d₂-2.00 in (a) Determine the maximum horizontal shear stress in the cross section for V -650 lb. (b) If each nail can provide V, - 110 lb of horizontal resistance, determine the maximum spacings for the nails. (c) If the three boards were connected by glue instead of nails, what minimum shear strength would be necessary for the glued joints? TI
Calculate the cross-sectional
A₂, and As of the left board (1), the
flange board (2), and the right board (3).
respectively.
Answers:
in.2
A₂
areas A₁.
in.².
A3=
i
Transcribed Image Text:Calculate the cross-sectional A₂, and As of the left board (1), the flange board (2), and the right board (3). respectively. Answers: in.2 A₂ areas A₁. in.². A3= i
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