Calculate the quantities of RC for (PC, footing, and tiebeam) and reinforcement steel required for footing andtie beam.Footing 1-6:Footing 7-9Footing:Bottom shortTop Short4012/mTop long30121mBottom long5010/m4010/mTie beam:TopBottomstirrups2012/m3010/mpio @ 10cm

Here's what I can analyze from the image:Footing Dimensions:Two separate footings are indicated,…

Answered: Calculate the quantities of RC for (PC,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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1) Design a rectangular footing for an 16” square corner Column with PDL = 280 kips and PLL = 180 Kips. Make the length of the long side about 1.5 the width of the short side. Fy = 60 ksi F’o= 4000 psi for both, column and footing. Assume the base of the footing is 4'-6" below grade and the depth of the footing is 26". The soil weight is 100 PCF. (Normal weight concrete, No epoxy coating, The Column is reinforced with eight #8 bars.) Need to design for load transfer from the Column to the foating. Need to Show the development length for the dowels. Need to design the bars for footing at both directions. Need to check if the bars fit the footing based on the development legth. Need to show two-way footing Spacing diagram.
roportion a trapezoidal combined footing for uniform pressure under dead load plus reduced live load with the following data in table. Distance c/c of column is 6 m and projection beyond column not exceed 0.5 m DL+Reduce dLL=175Kn/m2 DL+LL=230KN/m2 columnA DL=620KN LL=390KN column B DL=670KN LL=815KN
A square column with side dimension of 70 mm rests on top of a timber footing. It is determined that the column carries an axial load of 752 kN. If the punching strength of concrete is 14.69 MPa, determine the minimum thickness (mm) of the footing. Hiiiiiii need helppp thank u so much urgenttt
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Please answer it ASAP completely and neatly for an Upvote. Thank you. A circular footing has a radius of 0.7m. Its bottom is 2.10m below the ground surface. The groundwater table is expected to exist during the life of the structure. The unit weight of soil above the water table is 15.65 kN/m3 and 18.94 kN/m3 below the water table. Angle of internal friction is 24 degrees and cohesion = 12.9 kPa. Using general shear failure and a factor of safety of 2.5. Calculate the following using Meyerhof's equation If GWT is at the bottom of the footing, determine the gross allowable bearing capacity (in kPa) If the GWT is found 1m below ground surface, what is the gross allowable bearing capacity (in kPa) If the GWT is found 2.5 m below ground surface, what is the gross allowable bearing capacity (in kPa)
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8. A rectangular footing 2.5m wide along the x-axis and 3m long parallel to the y-axis supports a concentrically located column 0.6m x 0.6m in area. Given: Footing ultimate loads Axial load, Pu = 1540kN Moment about the y-axis, My = 190kN∙m Effective depth of footing = 350mm Concrete f’c = 21MPa Steel, Fy = 275MPaa. Find the maximum punching shear stress (MPa) due to the axial load only. b. What is maximum wide beam shear stress (MPa) due to the given footing loads? c. How much additional moment (kN∙m) can the footing carry without causing uplift of the footing?
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The structural engineer for this building has determined that the columns will be circular, and each will carry a load of 130 tons (1 ton = 2000 Ibs.). You are asked to design a square footing that will be placed 5 feet below the ground surface in sand. The sand has an effective unit weight of 73 lb/ft? and an angle of shearing resistance of 30 degrees. The water table is at the ground surface. Assume a factor of safety of three.

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Calculate the quantities of RC for (PC, footing, and tie beam) and reinforcement steel required for footing and tie beam. Footing 1-6: Footing 7-9 Footing: Bottom short Top Short 4012/m Top long 30121m Bottom long 5010/m 4010/m Tie beam: Top Bottom stirrups 2012/m 3010/m pio @ 10cm