1- Given Data Column = 350 Kips = 250 Kips Footing = 3.25 ksi fy la = 60 ksi 40 in x 30 in = 2.7 ksf fy = 60 ksi = 3.25 ksi Find: suitable rectangular footing design for L/B = 1.6. There is no need to...


1- Given Data<br>Column<br>= 350 Kips<br>= 250 Kips<br>Footing<br>= 3.25 ksi<br>fy<br>la<br>= 60 ksi<br>40 in x 30 in<br>= 2.7 ksf<br>fy<br>= 60 ksi<br>= 3.25 ksi<br>Find: suitable rectangular footing design for L/B = 1.6.<br>There is no need to determine the development length.<br>1ksf = 47.5 kPa<br>X= 40 in<br>B<br>Y%3D30 in<br>

Extracted text: 1- Given Data Column = 350 Kips = 250 Kips Footing = 3.25 ksi fy la = 60 ksi 40 in x 30 in = 2.7 ksf fy = 60 ksi = 3.25 ksi Find: suitable rectangular footing design for L/B = 1.6. There is no need to determine the development length. 1ksf = 47.5 kPa X= 40 in B Y%3D30 in

Jun 11, 2022
SOLUTION.PDF
SOLUTION.PDF

Get Answer To This Question

Related Questions & Answers