Laserfiche WebLink
Factor φ :0.75 <br />Perimeter of critical section (bo...:13.08 [ft] <br />Punching shear area :12.27 [ft2] <br />Column Condition Vu Vc Vu/(φ*Vn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />column 1 D37 - 1 10.69 499.57 0.029 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Pedestal design <br />Reinforcement: <br />Pedestal Asreq Asprov Asreq/Asprov <br />[in2][in2] <br />---------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />1 7.84 7.92 0.99 <br />---------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Biaxial bending: <br />Pedestal Condition Muxx Muzz φ*Mnxx φ*Mnzz Mc/(φ*Mn) <br />Footing [Kip*ft][Kip*ft][Kip*ft][Kip*ft] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />1 D214 - 1 0.03 -3.49 3.98 -451.18 0.01 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Axial: <br />Pedestal Condition Pu φ*Pn Pu/(φ*Pn) <br />Footing [Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />1 D192 - 1 5.45 -1962.24 0.01 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Shear: <br />Pedestal 1: <br />S provided :12.00 [in] <br />S required :12.00 [in] <br />Condition Dir.Vu Vc Vs φ*Vn Vu/(φ*Vn) <br />[Kip][Kip][Kip][Kip] <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />D214 x 0.28 104.19 57.75 121.46 0.00 <br />D214 z 0.00 104.19 43.31 110.63 0.00 <br />--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />Notes <br />* Soil under the footing is considered elastic and homogeneous. A linear soil pressure variation is assumed. <br />* The required flexural reinforcement considers at least the minimum reinforcement <br />* The design bending moment is calculated at the critical sections located at the support faces <br />* Only rectangular footings with uniform sections and rectangular columns are considered. <br />* The nominal shear strength is calculated in critical sections located at a distance d from the support face <br />* The punching shear strength is calculated in a perimetral section located at a distance d/2 from the support faces <br />* Transverse reinforcement is not considered in footings <br />* Values shown in red are not in compliance with a provision of the code <br />*qprom = Mean compression pressure on soil. <br />Page12 <br />15.53 2350 S Pullman St - <br />Phase I3/4/2025