9.28/A column is supported by a base plate, pedestal, and foot- ing, as shown. The load applied on the column is 60 kips. Neglecting their weights, find the bearing stress under each of the four elements. 60 kips Column W12 X 40 - bail absol Square base plate-14" x 14"IG BR × 24-in.-diameter pedestal Square footing-4'-0" X 4'-0"

9.28/A column is supported by a base plate, pedestal, and foot- ing, as shown. The load applied on the column is 60 kips. Neglecting their weights, find the bearing stress under each of the four elements. 60 kips Column W12 X 40 - bail absol Square base plate-14" x 14"IG BR × 24-in.-diameter pedestal Square footing-4'-0" X 4'-0"

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the maximum live load that the beam can carry if the beam depth is 600mm and beam width is 300mm. The dead load is 32 kN/m. The stirrup size is 12mm, the top bars are 2-20mm and the bottom bars are 5-32mm. The clear distance between layers of bottom bars is the bar size, 32mm. Use fc' = 28 MPa, Grade 60 reinforcements and concrete cover of 50mm. WDL = 32 kN/m (INCLUDING BEAM WEIGHT) WLL = ?? kN/m Wu kN/m 7.5m 600 od 300
1. A rectangular beam has b = 300mm, d = 500mm, AS = 6 – 36mm diameter bars, fc' = 28.6 MPa, fy = 414 MPa. Calculate: a) depth of compression block, "a" b) fs c) Þ d) Mu
Compute the co-ordinates for (Pnb, Mnb) and (Pub, Mub) for rectangular columns using h=24in b=14in Effective cover =3in. Reinforcement consists of 4-#9 bars on each side (totla of 8 bars) f'c=7000 psi fy=40000 psi. Use a yield strain of 0.004 for steel.
I need the carrect answer as soon as possible please
Design a square base plate to support 10 mm thick pipe column with an inside diameter of 300 mm. The base plate minimum dimension is 500 mm. To design plate thickness, convert the circular perimeter of the pipe into an equivalent square with an area equal to the original circle. The loads are PDL = 850 kN and PLL =420 kN. Assume that the pipe is to rest on a very wide slab. Use A-50 steel and concrete fc’ = 35MPa and LRFD.
Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 1.6P (6 Section at C Wo 28 kN/m W- 11 kN/m Pa 112 kN Pu = 52 kN 3.3m 1.5m 3.9m 8-36mmo 4.6m f- 25 MPa Grade 40 rebars d' 75mm A d 585 mm 4-36mm b-300mm
A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
Qz- Find the, Critical load Pe using E=2x1ổ Pc Pery 4m
Design a singly reinforced beam. Use f'c = 28 MPa, fy = 414 MPa
Describe the construction process for over-excavation of a building:
Please answer a to c with complete and legible solutions. Thank you
20 kN- 20 kN- A F G H C 80 kN 4 at 3 m 12 m- D 60 kN E Determine the force in each member of the truss using the METHOD OF SECTIONS. State whether the force is in tension (T) or compression (C). Please include all the FBDs and complete the solution in a clear manner.