The demand of water is 150 litres/head/ day in a city of one lakh population. The factor of safety is taken as 1.5, detention time as 4 h and overflow rate as 20,000 litres/day/ m². The area of 3m deep plain sedimentation tank as per surface loading considerations will be

The demand of water is 150 litres/head/ day in a city of one lakh population. The factor of safety is taken as 1.5, detention time as 4 h and overflow rate as 20,000 litres/day/ m². The area of 3m deep plain sedimentation tank as per surface loading considerations will be

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 400 Kgim B -6 m 10 m 45"

Q: A silo consists of a right circular cylinder surmounted by a hemisphere. Find the most economical…

A: Most economical proportion : Volume of silo = Volume of cylinder + volume of hemisphere Let K is…

Q: I mec = 12 58 cm 1258 h = 2 4 6x h² 12

A: The moment of Inertia of rectangular cross-section Imec = 1258 cm4

Q: Prepare and complete the differential level notes for the information shown in the accompanying…

Q: cos^2 x = cscx cosx/tanx + cotx. prove the identity.

Q: Solve for: [D"C]E a. b. 5АВ - ЗС 4 1 .?

Q: 3. 2. 3. Draw I.L for R,, Vd left

A: The FBD of the beam is shown below:

Q: Q1) Evaluate the following integral: S(csc X+ tan X)² dx [2 1 Q2) Assume A = |1 3 L3 41 [2 4 and B =…

Q: A strip of 640 sq. meters is sold from a triangular field whose sides are 96, 72, and 80 meters. The…

A: Given:- The cross-sectional area of the strip = 640 m2 The sides of the triangular sides = 96 m, 72…

Q: Prove the following relation: e Yw 1 + e Gs a. Yd=Ysat b. Yd= (Ysat-Yw) Gs-1

Q: 4/39) Determine the forces in members BC and CF of the loaded truss, repeated here from Prob. 4/19.…

Q: 3. Find the following: I 2 -1 [B] -5 4 [4]- 7 3 3 3 4 5 a. [A] + [B] b. [А]-[8] C. 3[A] d. (A][B]

Q: Table z/b 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 z/b of 0.7 Variation of Aalq with z/b and x/b 0…

A: To compute:Influence factor for strip loading with parameters

Q: equate 1 and 2, Thank

Q: Find the work done Force 20 N displacement=0.33 m

A: Given Force, F = 20N And displacement, s=0.33m Workdone,W = F*s=20*0.33 = 6.6 Nm Hence Workdone is…

Q: 2. Find the equation for the four linear sections of the moment diagram below. 25 kips |25 kips 25…

Q: Complete the integration: 1 Scos"2niax - an2x -an'2x+c Determine the value of "?".

A: cos22x= 1-sin22x

Q: Find the value of EI · 8 at the center of the last span of the beam. (Practice at Home)

Q: A 4.020-gram bullet is projected horizontally to a block of timber that rest on a horizontal floor.…

A: Given mass of the bullet m=4.02 gmbullet is projected horizontallylet the initial speed of the…

Q: why the head loss is not YL= f*L/D* V^2/2g ?

A: Question :why the head loss is not YL= f*L/D* V^2/2g ?

Q: 1. 265. 76 deg to degree minute and second form. 2. 75 deg 25min 30sec to degree decimal. 3. 7658…

Q: 7 3. A constant-head test was conducted on a sample of soil 10 cm long and 50 cm2 in cross-sectional…

A: Given data in question Constant head method Area Length of soil sample Volume collected Time taken…

Q: Find Fx

A: ###Determination of Force on orifice in X direction is Fx =?####

Q: 50; - 2oj takr Deferr of f 1m 2m F=(50- Moment of furce F about O uう

Q: Calculate the following: e. D75, a. D10 b. D25 c. D30, f. Cu, g. Cc, h. So d. D60'

A: Sieve Mass % Cumulative % Cumulative % No Sieve size Retained mass Retained Retained #4…

Q: Sieve 3/8 inch 4 10 40 100 200 mydrometer d (mm) 9.52 4.75 2 0.425 0.15 0.075 0.04 0.01 0.005 0.002…

A: Given data:

Q: The expression shown is a simplification of which of the following choices -In cosx+1/2 cos^2x + c

A: option 3

Q: y O Z) இயற் 70° eyum yo 25° NA ப் மாரKmm தாழ்படியர் *** ப்பு F = 8 kN D B X

Q: 1) Derive the ff: (show the relationship or transformation) a) Ym= w ▷ ▸ to dry unit weight, yd: Yd=…

A: To deriveyd=ym1+mc

Q: Make a research on the fractionating tower

A: Fractional tower or fractional column is a unit which is used for distillation of liquid mixture to…

Q: The 580-kg uniform beam is sub three external loads shown. Con reactions at the support point O is…

Q: Calculate the following: a. D10 b. D25 c. D30 d. D60 e. D75. f. Cu, g. Ce,

Q: 15.24 The following parameters are given for a slope with steady-state seepage: Slope angle: 3H:1V,…

A: A type of elastic collision in which two objects of equal mass initially move in the same direction…

Q: From the figure, determine the number of 4" x 8" x 16" concrete hollow blocks to construct the…

A: Let's take 4 inches thickness of wall Total volume of fence is L*B*H L =( 2x53+21+2x5.5 )x39.37…

Q: Giver Vo = 3 m/s do = 2.5 cm negleet frictoon W = ?

A: Given: The exit velocity is 3 m/sec. The diameter is 2.5 cm. The elevation of the plate is 30 cm.…

Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

100%

Sed. Tank

The demand of water is 150 litres/head/ day in a city of one lakh population. The factor of safety is taken as 1.5,
detention time as 4 h and overflow rate as 20,000 litres/day/m². The area of 3m deep plain sedimentation tank as per
surface loading considerations will be

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Asap Determine principal stress.
7.2 For each assigned problem, calculate the development length required for the following bars in compres- sion. No. с d Bar No. 10 11 f' (ksi) 4 5 fy (ksi) 40 60 Notes (A, required)/(A, provided) = 0.8
Rigid bar ABCD is loaded and supported as shown. Steel [E = 28800 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.62 in.2 and bar (2) has a cross-sectional area of 0.3 in.2. After load P is applied, the strain in bar (1) is found to be 610 μe. Assume L₁=59 in., L2=98 in., a=39 in., b=26 in., and c=24 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. W (2) (1) L₁ a B L2 b C D P
T30 Ge? 60 IGx.? 30 10 60 20 30
Problem 2: Given are matrices A, B, C and D. 21 -4 -26 7 -1 -2 2 -2 10 -8 A B = -1 3 -13 25 -11 -1 -1 21 -2 25 -18 1 -26 1/3 C =| -16 8. -7 D 10 -100 10y 7 -10 13 -98 1/2 22 Solve for: a) A + D b) 2C – 3A + B – 10D c) B +D - 2C + 3A d) В + D e) С - D
Determine radius of mohr circle and maximum principal stress
The minimum size of fillet weds should be ..*** a. 3 mm b. 5 mm C. 3.5 mm d. 4.5 mm
Ox=30 Oy = -50 T₂ = -20 koj 2 Ох
Find the value of Ray and Rby
Prepare and complete the differential level notes for the information shown in the accompanying table. Include the customary arithmetic check.
find solution Centoried for the saded area
Opening (mm) Sieve No. Mass Retained (g) 4 4.75 10 2. 112 20 0.85 163 40 0.425 100 60 0.25 154 80 0.18 131 100 0.15 192 200 0.075 140 Pan 61 Calculate the following: a. D10 b. D25 c. D30, d. D60' e. D75, f. Cu, g. C. h. So