Figure 4a is a representation of a secondary column supported by a main beam in a timber-framed office located in Macgre

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Figure 4a is a representation of a secondary column supported by a main beam in a timber-framed office located in Macgre

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Figure 4a Is A Representation Of A Secondary Column Supported By A Main Beam In A Timber Framed Office Located In Macgre 1
Figure 4a Is A Representation Of A Secondary Column Supported By A Main Beam In A Timber Framed Office Located In Macgre 1 (55.82 KiB) Viewed 35 times
Figure 4a is a representation of a secondary column supported by a main beam in a timber-framed office located in Macgregor, ACT. The main beam is seasoned Brown Barrel, grade F22, with a cross-section of 290x45mm. The critical load case for bearing and shear is 1.2G+1.5Q, where Q is considered to be due to long-term live loading (5 months duration). a. Determine the bearing strength of the main beam. b. Determine the shear strength of the main beam. >75 >75 HA 45 ↑ 290 I 125 DETAIL A 45
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