The wooden members in the simple truss below have the following capacity: Shear parallel to grain = 1 MPa, Compression parallel to Grain = 11MPa, Compression perpendicular to Grain = 5 MPa 1. Find the minimum safe x. a. 73 mm b. 160 mm c. 148 mm d. 112 mm 2. Find the minimum safe y. a. 15.97 mm b. 19.45 mm c. 9.14 mm d. 18.28 mm 3. Determine the stress in member AC. a. 1.13 MPa b. 1.258 MPa c. 1.224 MPa d. 1.04 MPa
The wooden members in the simple truss below have the following capacity: Shear parallel to grain = 1 MPa, Compression parallel to Grain = 11MPa, Compression perpendicular to Grain = 5 MPa 1. Find the minimum safe x. a. 73 mm b. 160 mm c. 148 mm d. 112 mm 2. Find the minimum safe y. a. 15.97 mm b. 19.45 mm c. 9.14 mm d. 18.28 mm 3. Determine the stress in member AC. a. 1.13 MPa b. 1.258 MPa c. 1.224 MPa d. 1.04 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The wooden members in the simple truss below have the following capacity: Shear parallel to grain = 1 MPa, Compression parallel to Grain = 11MPa, Compression perpendicular to Grain = 5 MPa
1. Find the minimum safe x.
a. 73 mm
b. 160 mm
c. 148 mm
d. 112 mm
2. Find the minimum safe y.
a. 15.97 mm
b. 19.45 mm
c. 9.14 mm
d. 18.28 mm
3. Determine the stress in member AC.
a. 1.13 MPa
b. 1.258 MPa
c. 1.224 MPa
d. 1.04 MPa
Transcribed Image Text:P= 20kN
100x150mm
0.75m
A
B
X
1.2 m
1.2 m
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