ION 2. A box beam is constructed from four boards nailed together and is loaded by distributed and point forces as shown in Figure 2. Each nail is made of A-36 steel material and has a diameter of 6mm. Each nail can support a shear force of ta 80 MPa. By drawing the shear diagram for the beam, a Determine the critical section for shear. A Determine the maximum spacing s of the nails for the first and second cross-sections. +00m 12 N 8 kN/m
ION 2. A box beam is constructed from four boards nailed together and is loaded by distributed and point forces as shown in Figure 2. Each nail is made of A-36 steel material and has a diameter of 6mm. Each nail can support a shear force of ta 80 MPa. By drawing the shear diagram for the beam, a Determine the critical section for shear. A Determine the maximum spacing s of the nails for the first and second cross-sections. +00m 12 N 8 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![QUESTION 2. A box beam is constructed from four boards nailed together and is loaded by distributed and
point forces as shown in Figure 2. Each nail is made of A-36 steel material and has a diameter of 6mm. Each
nail can support a shear force of taw 80 MPa. By drawing the shear diagram for the beam,
a. Determine the critical section for shear.
b. Determine the maximum spacing s of the nails for the first and second cross-sections.
50 mm
+100 mmH
12 kN
8 kN/m
- 2 m
aua う
Seetion 1
Saotion ?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe0ef46fc-c034-4e92-ac5a-0c580e39beb3%2Ff093e462-d5a1-4923-bc6e-eb717f90a5fa%2Fr59nzi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QUESTION 2. A box beam is constructed from four boards nailed together and is loaded by distributed and
point forces as shown in Figure 2. Each nail is made of A-36 steel material and has a diameter of 6mm. Each
nail can support a shear force of taw 80 MPa. By drawing the shear diagram for the beam,
a. Determine the critical section for shear.
b. Determine the maximum spacing s of the nails for the first and second cross-sections.
50 mm
+100 mmH
12 kN
8 kN/m
- 2 m
aua う
Seetion 1
Saotion ?
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