Ex: For a cantilever beam of length (L) subject to a concentrated load (P), shown in figure, Find: 1. Max. tension and compression bending stress in beam section 2. Determine the proper spacing of the nails used to fix the flange boards to the web. The nails to be used can safely resist (F) of shearing force, given in Table below. Nail resistance FIN) Lim) PKN) Almm) B(mm) Cimm) D(mm) 12 10 180 20 100 500 2.
Ex: For a cantilever beam of length (L) subject to a concentrated load (P), shown in figure, Find: 1. Max. tension and compression bending stress in beam section 2. Determine the proper spacing of the nails used to fix the flange boards to the web. The nails to be used can safely resist (F) of shearing force, given in Table below. Nail resistance FIN) Lim) PKN) Almm) B(mm) Cimm) D(mm) 12 10 180 20 100 500 2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Ex: For a cantilever beam of length (L) subject 1 a concentrated load (P), shown in fgure, Find - 1 Max.tension and compression bending stress in beam section 2. Determine the proper spacing of the nails used 10 fix the flange boards to the web. The nals o be used can safely resist (F) of shearing force, given in 3 - “Table below. I»
Transcribed Image Text:Ex For a cantilever beam of length (L) subject to a concentrated load (P), shown in
figure,
Find :
1. Max. tension and compression bending stress in beam
section
2. Determine the proper spacing of the nails used
to fix the flange boards to the web. The nails to be
used can safely resist (F) of shearing force, given in
Table below.
Nail
D
Nail
resistance
FIN)
LUm) P(KN)
A(mm) B(mm) Cimm) D(mm)
12
10
180
20
100
500
2.
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