A retaining wall with a total height of 3.00m has an existing length of 12.00m,bases are 0.80m and 1.60m respectively. How many gallons of water will be used inits construction?644 gals664 galsNone of the choices699 gals624 gals684 gals

Answered: Image /qna-images/answer/ca58d437-a295-4b8f-a6e3-742b10389965.jpg

Answered: A retaining wall with a total height of…

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

Geotechnical engineering Need step by step answer
Show step by step solu
Q1. Figure 1 shows the plan view of a reinforced concrete slab supported by three clay brick masonry walls AB, CD and EF. 7m B 3m The following information is given: Live load supported by slab = 1.5 kN/m² Normal density concrete (Unit weight = 24kN/m³) Clay brick masonry (Unit weight = 19 kN/m²) Slab thickness = 170 mm Wall thickness = 220 mm C Figure 1 (Plan) Wall height = 2.8 m Load combinations: (1.2 Da + 1.6 L) and (1.5 D.) D 3m E F a) Sketch the tributary loading areas for walls AB, CD, and EF. b) Calculate the design load (in kN/m²) acting on the slab. c) Calculate the design load (in kN/m) acting on walls AB and CD. Include the self-weight of walls. Q2. Consider the plan layout of a three-storey office building shown in Figure 2. All walls comprise standard clay bricks, are double skin masonry (collar jointed) and align from ground floor to roof. All walls are load bearing to support the suspended slabs, and it is assumed that the roof and floor slabs are of continuous in situ…
2)1 Design the reinforced concrete wall shown if f. = 4000 psi and f, = 60,000 psi. V = 300k hy = 12'0" b =12'0"
Check for overturning and sliding
2.5m hinge water T+ A vertical gate, 1.5m in diameter, hinged at the upper edge, is kept closed by the pressure of water. Determine force "T" should be applied as shown at the bottom of the gate that would require to open it. A 22.67 KN 26.54 KN 29.80 KN No answer among the choices 34.16 KN
a building will have a sitting wall on the north side of the building to allow for seating during outdoor season. the wall will be 1.5 meter tall. what is the minimum width of the wall to ensure that it will not slide or overturning? the soil behind the wall is a sand with Gamma dry= 18.3 kN/m^3 , gamma buoyant =11.5 Kn/m^3 , gamma water= 9.81 kN/m^3 and phi= 36 degrees. the water table is 0.5 m below the ground surface. to enhance the aesthic value of the seating area, the architect has asked that the wall he made of granite ( gamma granite= 25 kN/m^3. Hand written pls
Calculate the total settlement under the retaining wall.(ɣ concrete = 24 kN/m3 )
g. Minimum width B (in meter) of wall to be safe against overturning if factor of safety against overturning is 1.5 (minimum). Consider 24 kN/m3 as the unit weight of concrete. B = Note: Round your answer to three decimal place. Thankyou
Find the number of 4" CHB to construct the fence. Use the table 1 for Cement, Sand, and gravel computations.
For the retaining wall shown in the first picture, compute the factors of safety against overturning and sliding (analyze the latter both with and without passive earth pressure at the toe). Also determine the soil pressure at the base of the wall. Use the Rankine equation to compute passive earth pressure.
A long boundary wall 2.7m high and 0.4m thick is constructed of brickwork weighing 18KN/m3. If the maximum wind pressure is uniformly distributed over the whole height of the wall is 500N/m2, calculate the factor of safety against overturning neglecting any small adhesive strength between the brickwork and its base. 1- Calculate the wind pressure in Figure 6. Unit KPa/m with two decimal. 2- Calculate the restoring moment in Figure 6. Unit KN*m/m with two decimal. 3- Calculate the overturning moment in Figure 6. Unit: KN*m/m with two decimal

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

A retaining wall with a total height of 3.00m has an existing length of 12.00m, bases are 0.80m and 1.60m respectively. How many gallons of water will be used in its construction? 644 gals 664 gals None of the choices 699 gals 624 gals 684 gals