4) À footing will be supporting a 400 mm Column that is carrying Hhe following loads: X 400 mm Po: 800 KN, PL = 530 KN t. MD = 110KN m, M= 80 KN im 80 KNim The wid th of the footing is limited to 3m. The length ond depth of the footing are to be determine d The geo technical foundations, the allo wable soil bearing pressure is 190 KPa. Design the footing assuming fc = 27.6 MPQ (normal-weight Concrete] ane fy= 413.7 MPa re port indicates shalloa

Q: Mmax <=

A:

Q: can u pls do the question 2 and 3

A:

Q: Backsight Intermediate Foresight Rise Fall ReducedLe Top Sight 1.250 0.300 0.450 0.520 0.515 0.526…

A: To approach solving questions related to identifying contour lines or similar data interpolation…

Q: railroad curve has De = 5°00', I = 28°00', and I station e requested values. 37+45.00 ft. Use the…

A: Degree of the curve, Dc = 5oDeflection angle, I = 28oPI station = 37+45 ft

Q: How do I find the horizontal analysis

A: Horizontal Analysis of financial statements is an analysis method that represents the changes that…

Q: 1/₂ B 1/₂ D 1/2. ( compute by and DD.

A:

Q: (3) 12 12" 12 4" 30" Uncra e ked ft-k M=50 ftop = ? fbot = ? Mer= ?

A: