4. Find the maximum allowable value of P for the column. The cross- sectional areas and working stresses () are shown in Figure 3. 2P FIGURE 3 Steel: A=500 mm² Qw=120 MPa Timber: A=2000 mm² Ωw =12 MPa Timber: A=8000 mm² Ωw =16 MPa

Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter9: Time, Temperature, And Mechanical Properties
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4. Find the maximum allowable value of P for the column. The cross-
sectional areas and working stresses () are shown in Figure 3.
2P
FIGURE 3
Steel:
A=500 mm²
Qw=120 MPa
Timber:
A=2000 mm²
Ωw =12 MPa
Timber:
A=8000 mm²
Ωw =16 MPa
Transcribed Image Text:4. Find the maximum allowable value of P for the column. The cross- sectional areas and working stresses () are shown in Figure 3. 2P FIGURE 3 Steel: A=500 mm² Qw=120 MPa Timber: A=2000 mm² Ωw =12 MPa Timber: A=8000 mm² Ωw =16 MPa
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