Estimate for the number of 12mm diameter steel bars including the tire wire in kilograms if there are 30 pcs 1.15 m x 1.15 m independent square footing. Use 1.2 m bar length. Sample Problem 02:1.150.07m1.00Loom1.15 m.PLANBar L=1mt 4(0.075) = 1.3m2075m= In + 9(0.012) (2)=1.216m1.22m12 mm Steel BarsPostL = 1.20 m.1.00ELEVATIONEstimate for the number of 12 mm diameter steel barsincluding the tie wire in kilograms if there are 30 pieces1.15 m x 1.15 m independent square footing.

Solution: Determine the length of one reinforcing cut bar Net length = 1 + 0.20 hook =…

Answered: Estimate for the number of 12mm…

Estimate for the number of 12mm diameter steel bars including the tire wire in kilograms if there are 30 pcs 1.15 m x 1.15 m independent square footing. Use 1.2 m bar length.

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: advantages and disadvantages of LAYING-OUT A SIMPLE CURVE USING CHORD-DEFLECTION LOD

A: In order to layout the curve it is necessary to compute angle of deflection to each station. A curve…

Q: Find the elevation for the remaining 3 points as given in the figure below, knowing that TP_1 =…

A: HI = height of Instrument B.S = Backsight F.S = foresight HI = known Elevation + B.S Unknown…

Q: What is the points of convergence and devergence of waste management of to specified waste in a…

A: The handling of solid waste in India For the management of solid waste, a number of organizations,…

Q: The cantilever beam is subjected to a concentrated load of P = 40 kips. The cross-sectional…

A: Given values of the I beam, P= 40 kips bf= 5.51 in. tf= 0.332 in. tw= 0.356 in. d= 14.1 in. yH= 3.6…

Q: rough a spillway and goes th = 15m³/s per meter width of the channel and water depth Y₁ = 0.…

Q: An elastomeric bearing pad consisting of twosteel plates bonded to a chloroprene elastomer…

A: Solution: Given: a = 125 mm b = 240 mm t = 50 mm V = 12 kN d = 8.0 mm

Q: Concrete is required for walls of a building that will be moderately exposed to Intrained freezing…

A: Reference : ACI 318 , Mix design For given ; Compressive strength = 21.5 MPa at 28 days Climate…

Q: A simply-supported beam with length, L = 9 m, is carrying a downward uniform load, w = 48 kN/m…

Q: For the beam shown, derive the expressions for Vand M, and draw the shear force and bending moment…

A: Given:- A beam is loaded with varying load The magnitude of the varying load = 200x N/m To…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: First lets find out the equation of the 2nd degree loading Lets assume the loading follows a curve Y…

Q: The 20 mm diameter, 1-m long steel beam AC is suspended from the ceiling from two 0.5-mm diameter,…

A: Given :

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: (Mc)…

Q: Question 3 a) A suitable base plate for a 305 x 305 x 118 UC S355 column section subjected to a…

A: Column--A column is a slender member held in vertical position that helps in transferring load from…

Q: 2-An open tank 6 m long, 2.4 m deep and 3.6 m wide contains oil of specific gravity 0.85 to a depth…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

Q: With the transit at point A and the line of sight horizontal, the stadia intercept at B was found to…

Q: x = 31² 1; y = t³ - 31² +1:

A: Vx= 12Vy= 1 V=12.04 m/s

Q: Calculate the ultimate bearing capacity per unit area of: (i) A strip footing 1 m wide (ii) A square…

A: Given data- strip footing 1 m widthunit weight of the soil γ=1.8 t/m3=18 kN/m3cohesion c=2 t/m2=20…

Q: 1. Draw the Shear and Moment Diagram of the given beam. A 1m 1m B 2m 1m A 1m

A: Given data A = 13 kN B = 10 KN/m Draw Shear Force Diagram (SFD) and Bending Moment Diagram (BMD)…

Q: A cylindrical tank having a diameter of 2.0m and height of 10m is open at one end and closed at the…

A: Given, Diameter of the cylindrical tank= 2m Height of the tank= 10m Depth of water inside the tank…

Q: How many pounds per day (lbs/day) of lime and soda ash need to be delivered daily to a plant…

Q: Q4. Determine the critical buckling load for the 28 ft column shown in Fig. Q4., using Euler…

A: Given :

Q: 3. For the beam with cross-section shown: a. Determine the maximum tensile stress, and indicate…

Q: Assuming user equilibrium before and during reconstruction, which proportion of the total demand…

A: Given data:- The flow X1 on route 1 before the reconstruction, X1=2.206×103 Vehicles The peak hour…

Q: ) bending stresses produced in segment BC of the beam. 5: LAB P B LBC bf L'w Cross section P LCD d

Q: Advantage or disadvantage of laying out a simple curve using the offsets from the tangent line.

A: Curve - Curves are the transitions in the shape of arc provided to join two straight lines. A curve…

Q: Using Method of Sections (one cutting section and two equations only), determine the internal force…

A: In order to determine the forces in BC and FG we will cut the section with more than 4 sections.…

Q: What does the stress in a composite beam depend on?

Q: INFL. LINE FOR RA VD, MA 'D IS MID PT. BET. A 48.

A: We can solve it by using muller bresleu's principle To draw Influence Line Diagram (ILD) for…

Q: Piston A has a cross sectional area of 1400 mm2 While that of piston B is 1000 mm2. B is higher than…

A: Since B is higher level and A is lower level hence with out any external force there will be a…

Q: Using Work and Conservation of Energy, determine what is ask in the problem. PROBLEM 1: A 1270 kg…

Q: (ii) The treated effluent containing grit particles from the above (1) activated sludge system is…

A: Given : v = 2m/s μ = 0.001 kg/(ms) Radius, r = 2mm = 0.002 m

Q: Cite advantages or disadvantages of laying out a curve with the instrument set at the beginning of…

A: Concept- Setting out is the process of identifying several spots along the curve's length at…

Q: A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: horizontal and vertical components of rea 400 N

A: solution of above solution is below:

Q: Dimensions en mm 160 G 160 H 160 24 N 16 24 N The L-shaped ABF bar is supported by a ball joint at…

A: Given diagram :-

Q: Use Cantilever Method and determine (approximately) the

A: Cantilever Method is an Approximate Method used : Axial forces acting in column is directly…

Q: Classify the structure below as determinate or indeterminate and what degree of * indeterminacy.…

A: Number of reactions r = 2+1+2 =5 Equallibrium equation available in 2 dimensional body = 3 (ΣFx =0,…

Q: a. Determine the reaction (R) b. Determine the end moment at wall (Mc) C. Determine the tangential…

Q: A 3-m 150 mm CHB wall rests on a 600 mm thick concrete footing. The CHB wall weighs 3.3 kN/m² and…

A: Bearing Capacity of soil: Bearing Capacity of soil is defined because the capacity of soil which…

Q: Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL…

A: Solution: Split the section on the pin: Compute the reaction for small span CD: symmetric section;…

Q: A simply-supported beam with length, L = 7 m, is carrying a downward uniform load, w = 42 kN/m…

Q: As shown in the figure below, find the Tension in each portion of these cables and also determine P…

A: Given Data: The value of FN is 88. To Determine: The tension in each portion of the cables and…

Q: A restrained beam is loaded as shown below. a. b. Determine the end moment at wall A (MA). Determine…

Q: A beam 200mmx400mm has cc of 40mm, stirrups of 10mm, and is reinforced by 2- 16mm diameter rebars…

Q: 3. For the beam with cross-section shown: a. Determine the maximum tensile stress, and indicate…

A: Given data, Note: As per guidelines policy, I have solved 1st three sub-parts of the question.If…

Q: A cantilever beam with length, L = 5 m, is supporting a downward concentrated load, P = 74 kN, at…

Q: The readings given below were made with a tacheometric theodolite having a multiplying constant of…

Q: A reversed curve with diverging tangents is to pass through three lines to form a centerline of a…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Estimate for the number of 12mm diameter steel bars including the tire wire in kilograms if there are 30 pcs 1.15 m x 1.15 m independent square footing. Use 1.2 m bar length.

Sample Problem 02:
1.15
0.07m
1.00
Loom
1.15 m.
PLAN
Bar L=1mt 4(0.075) = 1.3m
2075m
= In + 9(0.012) (2)=1.216m
1.22m
12 mm Steel Bars
Post
L = 1.20 m.
1.00
ELEVATION
Estimate for the number of 12 mm diameter steel bars
including the tie wire in kilograms if there are 30 pieces
1.15 m x 1.15 m independent square footing.

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

Help ASAP! a: 2.3 m, b: 4.9 m, P: 24 kN, F: 47 kN
a = 4.5 m b = 33.0 kN/m c = 13 kN
PROBLEM 03: All data are in feet. The elevation of BM-A is 1364.58 feet. Rod readings are as follows: +S on BM-A, 2.86; IFS on 11+00, 3.7; –S on TP1, 10.56; +S on TP1, 11.02; IFS on 12+00, 8.7; on 12+50, 6.5; on 13+00, 5.7; on 14+00, 6.3; –S on TP2, 9.15; +S on TP2, 4.28; IFS on 14+73, 3.5; on 15+00, 4.2; on 16+00, 6.4; –S on TP3, 8.77; +S on TP3, 4.16; –S on BM-B, 9.08. Prepare a set of profile leveling notes for the data listed and show a customary check in your solution. What is the difference in elevation between BM A and BM-B? Which of the following stations has the highest elevation Which of the following stations has the lowest elevation?
F (kN)=36 L1 (m)= 37.0053 Eal (GPa)=74
HELP ASAP! F: 50 N, a: 0.7 m, b: 1.9 m
Determine the correcthorizontal distanceAEwhen it was measured AB = 45m, BC= 38m, CD= 55m, DE =42.58, with difference of elevation per measurement as follows: 0.3m, 0.55m, 0.45m, 0.35m, measured with a 30-m tape under a steady pull of 6.5 kg at a mean temperature of 300C. If the tape used is of standard length at 200C under a pull of 5.5kg with a cross-sectional area of 0.025cm2, elastic modulus as 2.10x106kg/cm2, coefficient of thermal expansion to be 0.0000116/10C and weight of tape is 0.5kg.
solve a and b given asap. a) In a two-peg test of a dumpy level, the following readings were taken: Instrument at R, mid-way Staff readings between pegs P and Q: at P 1.525 m at Q 1.230 m Instrument near P: at P 1.420 m at Q 1.025 m How much is the line of collimation inclined upwards or downwards? What should be the correct staff reading at Q with the instrument near P to keep the line of collimation truly horizontal? b) Two pegs A and B are driven 100.0 m apart. In the adjustment of a dumpy level, following observations were recorded: observations given in the image. State whether the instrument is in adjustment. Find the R.L. of B.
Note: P = 85.50 kN
Variables for: a) 45 kNb) 44 kN/mc) 15 kNm
SHOW COMPLETE SOLUTION PLSVALUES:Y = 53B = 5
PLEASE ANSWER WITH COMPLETE SOLUTIONS. THANK YOU. Determine the correcthorizontal distanceAEwhen it was measured AB = 45m, BC= 38m, CD= 55m, DE =42.58, with difference of elevation per measurement as follows: 0.3m, 0.55m, 0.45m, 0.35m, measured with a 30-m tape under a steady pull of 6.5 kg at a mean temperature of 300C. If the tape used is of standard length at 200C under a pull of 5.5kg with a cross-sectional area of 0.025cm2, elastic modulus as 2.10x106kg/cm2, coefficient of thermal expansion to be 0.0000116/10C and weight of tape is 0.5kg.
Note: q = 19 kN/m P = 85.50 kN