please i need the answer. Question #1:Estimate quantity of given items below of given plan and section belowHintso Redraw the Table#1 below, the results must be added in the Table below.Density of Sand= 1800 Kg/m'o Density of Aggregatc- 2200 Kg/m?15cm2.5m-r0.25m0.35mLRC Beamunder slab-RC Slab1.75m3.1m0.5m1.75mHollow Concrete Block(250x250x400)mmK1.5m-Serles iItem* ÜnltQuantity1| Concrete Block Wallno.Cement -kg2Mortar of Concrete Block Wall (1:4)Sand - kgCement -Bag3RC casting of Slab (1:2:4)Sand - TonAggregate-TonCement -BagRC casting of Beam under Slab (1:1.5:3) Sand - kgAggregate -kg4

Question #1: Estimate quantity of given items below of given plan and section below Hints Redraw the Table#1 below, the results must be added in the Table below. Density of Sand= 1800 Kg/m Density of Aggregate- 2200 Kg/m 15cm -2.5m-

Question #1: Estimate quantity of given items below of given plan and section below Hints Redraw the Table#1 below, the results must be added in the Table below. Density of Sand= 1800 Kg/m Density of Aggregate- 2200 Kg/m 15cm -2.5m-

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: Which element of a railway system holds the correct gauge between rails? O Spike Ballast O Crosstie…

A: Spike is a large nail that is used to tie the rail and base plate to the sleepers. Ballast are used…

Q: 1 The relative density of a fluid is 1.26 and its dynamic viscosity is 1.50 Pa.s. Calculate its (i)…

Q: When a body is either at rest or moving with constant velocity (in a straight line with constant…

A: The equilibrium condition of an object exists when Newton's first law is valid. An object is in…

Q: What are the shear stress and velocity distributions for an incompressible fluid contained between…

Q: Find the value of force applied if work done is 280 J and displacement is 20 m

A: Given data : The value of work done W=280 J The value of displacement d=20 m Required : Force…

Q: discharge of 2.5 m/s. What is the velocity of flow A circular pipe of diameter 60 cm carries a (m/s)…

Q: density of water as 1000 kg/m'. Neglecting the friction between the vane and the fluid, the…

A: The values and diagram given in the question are as follows: Diameter of jet (d)=100 mm Velocity of…

Q: A rectangular gate has a base width of 1 m and altitude of 2.4 m. The short side of the gate is…

A: Given data : The value of altitude h=2.4 m The value of base b=1 m Required : Location of total…

Q: 3250 ft of 12 in 2 2750 ft of 21 in 2250 ft of 10 in 4750 ft of 27 in A 1 + B 3 -- C 5 D 2750 ft of…

Q: A point load of 700 KN Is applied of thick layer of saturated clay. Using Boussinesq's elastic…

A: Using equationσ=Qz232π11+rz232Q=700KnNz=2mr=1m

Q: find area between line y=-2+x and

A: y=-2+xy=x12

Q: The tendency of a body to keep moving once it is set in motion is called mass gravity force inertia

A: Newton's first law states that a body is said to be remains at rest or motion unless and until an…

Q: The ladder has a uniform weight of 80N and rests against the wall at B.If the coefficient of…

Q: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: A. sketch the joint and the members that can be define by the following STAAD editor code? joint…

A: Asked: To draw the joints and members using the given STAAD editor code. Given: joint coordinates…

Q: Calculate harmonic mean for velocity (kmph) data of vehicles moving on an expressway

A: Given: Velocity of vehicles Velocity, x kmph 76 86 86 72 60 91 60 95 66 87…

Q: (3/z)(sin zt). The oscillation of rod OA about O is defined by the relation 0 = where Oand r are…

Q: Compute the long-term deflection of the beam at midspan if it is constructed for almost 12 months…

A: The values given in the question are as follows: Width of beam(b)=300 mm Depth of beam(D)=450 mm…

Q: A 4-m square footing is shown in figure B which supports a load Q = 5000 kN. In this problem H1 = 8…

A: Figure and data is given

Q: but how to get 5/18 for question 2

A: Given data for question 2: V=110 kmph R=620 m f=0.12 e=? Given data for question 3: V=? R=620 m…

Q: 3- A 40-ft simple span beam supports a concentrated service live load of 32 kips at midspan and the…

A: beam : A beam is a structural detail that typically resists masses implemented laterally to the…

Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…

Q: Find the critical depth and critical velocity of the water flowing through a rectangular channel of…

A: step 1-

Q: (c) Weathering is a common phenomenon that occurs naturally to change rock to become a stable…

A: Solution- Soil formation from rock:- The Soil is generated by a process known as rock weathering. It…

Q: Explain the difference between the external forces on the structure and the internal forces…

A: In this question difference between external forces and the internal forces applied in the structure…

Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…

Q: Q.2 A rectangular foundation (6*6 m) carries 700kPa near the surface of saturated clay layer (depth=…

A: Effective stress at middle :σe=20-9.816=61.14kpaIncrease in the stress at middle of clay…

Q: Suppose an incompressible fluid flows in the form of a film down an inclined plane that has an angle…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: C9 x 20 PL늘X 12 KL = 6.5 m · W8 × 21 F, = 290 MPa MC 13 x 50 F, = 345 MPa |KL = 4.8 m (a) (b)

A: jjhvhhgfjguguguilfyfyukfyutgugigjkbhjbhjv jhbhbjkjjjjj

Q: 6 Core samples were taken randomly from a heterogeneous reservoir. The measured absolute…

Q: Problem 2: Determine the LRFD design strength for the amially eded colu showe in e Figas below if…

Q: A cylindrical container 9 meters high and 2.5 meters in diameter is reinforced with two hoops as…

Q: Q7) Air is flowing through a pipe and a mercury manometer is attached with this pipe. If the…

A: Given: Mercury manometer, Density of mercury = 13550kg/m3, d= 0.3cm = 0.003 m

Q: 1 in. 2.5 in.

Q: b. Describe any two methods used in the estimation of seepage through the embankment and foundation…

A: The Two methods used in the Estimation of seepage through embankment and foundation of a levee are:…

Q: According to accident statistics over the last three years, the five intersections having the…

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M =…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the only one method since…

Q: 23- Observational studies allow: A. population inference B. causal inference C. both types of…

A: (A) population inference Because it refers to the population in your own community.

Q: A pipe of diameter 400 mm carries water at a velocity of 20 m/s .The pressure ta point A is 3O0000…

A: To Determine Head loss between A and B, hL

Q: 1.50 The cylindrical steel column has an outer diameter of 4 in. and inner diame- ter of 3.5 in. The…

Q: ii. For any complex network containing R, L, C resonance occurs when (a) The imaginary part of Z…

A: 2) For any complex network containing R, L, C resonance occurs when the imaginary part of Z only…

Q: Problem: Design a two way slab using the Coefficient Method considering an interior panel (Case 2).…

A: Given Data from the problem: Dimensions = 4.5X5.5 m f'c = 24 MPa Fy = 276 MPa

Q: determine the deflection of (a) point A, (b) point B.

A: To find: deflection at point A and B

Q: Find the support reactions for beam shown in figure. 50 kN 150 kN-m C E 3m +1m 2m 2m 20 kN/m

Q: It is simply a push or a pull or an interaction between two bodies or between a body and its…

A: central focus of your understanding at this level should be to emphasise the idea that a push or a…

Q: A soil sample is collected under the ground water level, what is the void ratio if given the…

A: Soil sample is completely saturated

Q: A cantilever hollow circular bar is 1.5 m. long, 5 mm thick and with outside diameter of 75 mm. It…

A: Torsion equation is used to calculate the angle of twist.

Q: Determine the net length of crest and estimate the shape of downstream ogee spillway section having…

A: Solution-The giuven values are ,The elevation of crest =89.5mThe design discharge =1.15l/sThe number…

Q: If aquifer hydraulic gradient, hydraulic conductivity and effective porosity are found to be 0.4,…

Q: 3) A bullet weighing 0.5 g is fired from a rifle weighing 4 kg. Find the recoil velocity of the…

A: Let the recoil velocity of gun be V. Mass of gun M gun=4 kg Mass of bullet M bullet =0.5 g =…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

please i need the answer.

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

Show solution. The answer must be 8.22 x10^-10 ft/sec
Estimate quantity of given items below of given plan and section below Hints Redraw the Table#1 below, the results must be added in the Table below. Density of Sand= 1800 Kg/m³ Density of Aggregate- 2200 Kg/m 2.5m- 15cm -0.25m 0.35m RC Beam under slab RC Slab 1.75m 0.5mH 3.jm 1.75m Hollow Concrete Block (250x250x400)mm 1.5m Series Item AdeUnit Quantity 1 | Concrete Block Wall no. Cement -kg 2 Mortar of Concrete Block Wall (1:4) Sand - kg Cement -Bag 3 RC casting of Slab (1:2:4) Sand - Ton Aggregate -Ton Cement -Bag RC casting of Beam under Slab (1:1.5:3) [ Sand - kg Aggregate -kg 4 CS Scanned with CamScanner
Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, APSI=3. Use the chart below. TL Overall standard deviation, S. TL Design serviceability loss, APSI |50 10 5.0 99.9 40 20 0.2 10 99 |1.0 0.4 0.5 0.6 0.6 E 0.5 0.1 1.5 '0.05 2.0 2.5 3.0 60 50 9 87 65 4 3 2 Example: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 R = 95% S, = 0.35 MR = 5000 lb/in? APSI = 1.9 Design structural number, SN %3D %3D Solution: SN = 5.0 Reliability, R (%) Estimated total 18-kip-equivalent single-axle load applications, W8 (millions) Effective roadbed soil resilient modulus, M2 (kips/in?) - 1.0-
1. Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, ΔPSI=3. Use the chart below. TL Overall standard deviation, S. TL Design serviceability loss, APSI 50 10 5.0 99.9 0.2 99 1.0 0.4 0.6 90 0.5 0.5 0.1 1.5 0.05 2.0 80 70 60 50 2.5 3.0 9 87 6|5 4 3 1 Eхample: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 Design structural number, SN R = 95% S, = 0.35 MR = 5000 Ib/in? APSI = 1.9 Solution: SN = 5.0 Figure 4.5 Design chart for flexible pavements based on the use of mean values for each input.
Using the design chart below. Estimate the SN if W18=10x10^6, R=90%, So=0.35, Mr- 10000Psi, APSI=3. Use the chart below. TL Overall standard deviation, S. Design serviceability loss, APSI 50 10 5.0 99.9 0.2 99 1.0 0.4 0.5 0.6 E 90 0.5 0.1 1.5 0.05 2.0 2.5 80 3.0 9 87 6 5 4 2 1 Example: 6.5 5.5 4.5 3.5 2.5 1.5 W18 = 5 x 106 R = 95% Design structural number, SN S, = 0.35 MR = 5000 Ib/in? APSI = 1.9 Solution: SN = 5.0 -1.0
Describe spring analogy system with neat sketch. [5] A clay layer, whose total settlement under a given loading is expected to be 11cm settles 3cm at the end of inonth after the application of load increment. How many months will be required to reach a settlement of Scm? How much settlement will occur in 10 months? Assume the layer to have double drainage system. [7] Maximum size for Files You can drag and drop files here to add them. Accepted file types All file types
Just choose the correct answer The total volume of concrete slab (m3) 1.4 2.6.5 3.7 4.8 the total weight of concrete slab(kg) 1.12000 2.9560 3.101164 4.11468 the weight of sand in stock condition 1.2890.867kg 2.3560.435kg 3.2099.898kg 4.2530.751kg The weight of water after adjustment (Kg) 1.638.717 2.938.717 3.738.717 4.838.717
Please show the solution in BMD, using method of area. Please show the solution
Foundation Engineering Exercise x O File | C:/Users/CABALAG/Downloads/Foundation%20Engineering%20Exercise%20N0%201.pdf O Page view A Read aloud T Add text V Draw 9 Highlight O Erase 2 of 2 3. From the given table below, Determine the percentage of gravel, sand and silt and clay. % passing sieve No. 4 No.40 Soil A Soil B 84 36.5 No. 200 18.8 100 3:43 PM O 30°C Rain showers A ô 4) D ENG 11/23/2021
4.5 Please show complete solution.
SHOW COMPLETE SOLUTION PLS VALUES:X = 425A = 5 B = 5
SHOW COMPLETE SOLUTION PLS VALUES:X = 425A = 5