Q2/A column is supported by a base plate, pedestal, and footing, as shown. The load applied on the column is 300KN. Neglecting their weights, find the bearing stress under each of the four elements. 300KN -Column W 150 x 24 Square base plate (5000 x 5000) 600 diameter pedestal Square footing (11,000 X 11,000)

Q2/A column is supported by a base plate, pedestal, and footing, as shown. The load applied on the column is 300KN. Neglecting their weights, find the bearing stress under each of the four elements. 300KN -Column W 150 x 24 Square base plate (5000 x 5000) 600 diameter pedestal Square footing (11,000 X 11,000)

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

A piece of engineering equipment is supported by the foundation shown. The diameter of the circular pin is 20 mm. a.) Determine the value of P so as not to exceed the allowable bearing stress of 310.5 Mpa in the circular pin. b.) Determine the value of P so as not to exceed the allowable shearing stress of 138 Mpa in the circular pin.
A square footing 2.4 m x 0.33 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 320 kN LL = 231 kN f'c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Investigate the maximum live load that can be carried by the footing with a footing dimension of 2.8m x 2.8m that supports a column with a dimension of 450mm x 450mm with a thickness of 600mm. the service dead load of 600 KN. The footing is reinforced with 18 – 20mmØ bars on both direction. fc=28 MPa , fy=345 MPa find: wide beam shear, punching beam shear, flexure No wrong answers pls I will dislike
Design the slab of the plan shown below. The dead load is due to self- weight plus weight. of: • Tiles 3 cm mortar 2 cm • sand 7 cm • plaster 2 cm • partition 2kN/m² 10.00 m Live load =2.5 kN/m² fc= 25 MPa and fy= 420 MPa. 0.30 m +0.30 m 0.30 m -4.80 m -3.30 m
Which of the following is/are examples of bearing stress? a. Stress exerted on the pipeline by a flowing fluid b. Members experiencing pure normal forces would include columns, collar ties, etc. c. Soil pressure beneath piers d. All of the choices
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee
AISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using Maximum Shear Stress failure theory. 50 300 40 50 25 40 Fy 35 380 Fx Fz
Determine if the concrete mass gravity wall shown below is safe by calculating factors of safety against sliding, overturning, and bearing capacity. Use the following in your analysis: H1 = 15 ft H2 = 3 ft Bi = 10 ft B2 = 3 ft Yconc = 150 pcf B = 15° Y = 130 pcf $= 35° 8 = 20° B2 • H2 B1
B Jf g is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration is
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa. Answer must be in mm. Given: a = 1 m, b 4 m, c 1 m, P= 6 kN, and w 3 kN/m. P kN w kN/m c m (not scaled) 290 mm am b m Ri R2
given, solution, box final answer
5 A square footing 2.4 m x 0.35 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 372 kN LL = 293 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the maximum ultimate bending moment in the slab. Write your final answer as whole number with the unit of kN-m.