Two columns are 4,634 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 186 kPa. Left Column (584 mm X 789 mm) (Note that the 789 mm side is flushed to the property line of the building and is parallel to the short side of the footing DL=856 kN LL=844 kN Right Column (478 mm X 789 mm) (478 mm side is parallel to the long side of the footing) DL=827 kN LL=891 kN Calculate the nominal wide beam shear stress in MPa at the left column. Use an effective depth of 700mm I need a complete solution for this, the final Answer is 0.6537.
Two columns are 4,634 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 186 kPa. Left Column (584 mm X 789 mm) (Note that the 789 mm side is flushed to the property line of the building and is parallel to the short side of the footing DL=856 kN LL=844 kN Right Column (478 mm X 789 mm) (478 mm side is parallel to the long side of the footing) DL=827 kN LL=891 kN Calculate the nominal wide beam shear stress in MPa at the left column. Use an effective depth of 700mm I need a complete solution for this, the final Answer is 0.6537.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two columns are 4,634 mm away from each other measured center to center. The loads supported by the columns are listed below. Effective soil pressure is 186 kPa.
Left Column (584 mm X 789 mm) (Note that the 789 mm side is flushed to the property line of the building and is parallel to the short side of the footing
DL=856 kN
LL=844 kN
Right Column (478 mm X 789 mm) (478 mm side is parallel to the long side of the footing)
DL=827 kN
LL=891 kN
Calculate the nominal wide beam shear stress in MPa at the left column.
Use an effective depth of 700mm
I need a complete solution for this, the final Answer is 0.6537.
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