5. The accompanying figure shows part of a common type of roof trUss, constructed mainly of timber and steel rods. Determine: d. The bearing stress between the brick wall STEEL ROD (AFEA= 302 IN²) column and the 8" x 10" timber if the load in the column is 18 kips. e. The length L required to keep the dashed portion of the 8" x 10" member from shearing STEBL SHOE -WALL GOLUMN off due to the horizontal thrust of 20 kips against 4°x4"x 5/8" the steel shoe. The 12 allowable shear stress is 125 ksi.
5. The accompanying figure shows part of a common type of roof trUss, constructed mainly of timber and steel rods. Determine: d. The bearing stress between the brick wall STEEL ROD (AFEA= 302 IN²) column and the 8" x 10" timber if the load in the column is 18 kips. e. The length L required to keep the dashed portion of the 8" x 10" member from shearing STEBL SHOE -WALL GOLUMN off due to the horizontal thrust of 20 kips against 4°x4"x 5/8" the steel shoe. The 12 allowable shear stress is 125 ksi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![5. The accompanying figure shows part of a common type of roof truss, constructed
mainly of timber and steel rods. Determine:
d. The bearing stress
between the brick wall
column and the 8" x 10"
timber if the load in the
STEEL ROD
(AFEA= .302 1IN?)
E* x8"
column is 18 kips.
e. The length L required to
keep the dashed
portion of the 8" x 10"
member from shearing
off due to the horizontal
STEBL
SHØE
-WALL
COLUMN
-WASHEF
4'x4"x 5/8"
thrust of 20 kips against
the steel shoe. The
12"
allowable shear stress is
125 ksi.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7fcaa3a7-8f84-4785-a178-387960c482dc%2F2d5010e6-9695-469d-9039-044bdfcd3375%2Fvkrqdt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5. The accompanying figure shows part of a common type of roof truss, constructed
mainly of timber and steel rods. Determine:
d. The bearing stress
between the brick wall
column and the 8" x 10"
timber if the load in the
STEEL ROD
(AFEA= .302 1IN?)
E* x8"
column is 18 kips.
e. The length L required to
keep the dashed
portion of the 8" x 10"
member from shearing
off due to the horizontal
STEBL
SHØE
-WALL
COLUMN
-WASHEF
4'x4"x 5/8"
thrust of 20 kips against
the steel shoe. The
12"
allowable shear stress is
125 ksi.
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