A combined rectangular footing is shown below. Effective depth
=600mm,f^(')c=
27.5 MPa, fy
=413MPa
. Net soil pressure at factored loads, qu
=98kPa
. Reduction factors:
\Phi =0.75
for shear,
\Phi

=0.90
for moment
-610.4
Determine the critical wide beam shear stress (MPa).

Question

A combined rectangular footing is shown below. Effective depth

=600mm,f^(')c=

27.5 MPa, fy

=413MPa

. Net soil pressure at factored loads, qu

=98kPa

. Reduction factors:

\Phi =0.75

for shear,

\Phi

=0.90

for moment

-610.4

Determine the critical wide beam shear stress (MPa).

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(Solved): A combined rectangular footing is shown below. Effective depth =600mm,f^(')c= 27.5 MPa, fy =413MPa. ...