EXAMPLE:-For the plan shownbelow; Estimatenumber of (blocks)and amount of cement& sand. If the mixproportion is equal to(1:3) for mortar,height of building =3.1 m.24 January 2023N0.2W4=0.8x0.4)W 8 = 1 x 0.5W₂= 1.9 x 1.9W₁=2x1.9Dg=0.9 x 1.9.D2=1 x 2W2D. = 1-2 X2-23.1H3m-EstimationD₂D-9.3 1.8W4D345W₂D₁ = 1.2X2-2D2=1x203=0.9x1.9.W₁=2x1.9W/₂=19x 1.9VY3=1X0.5W4=0.8x0.452

Answered: Image /qna-images/answer/b9ed3165-3f2c-496d-b577-4b15eecd0f59.jpg

EXAMPLE:- For the plan shown below; Estimate number of (blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building 3.1 m. 24 January 2022 = N W4=0.8x0.4` Ws= I xo.s 0.2 W₂=1.9 x 1.9 W2 W₁=2x1.9 B=0.9x1.9. D2 = 1 x 2 D₁ = 1-2 X2-2 3.1 Estimation D₂ H = 3-1 m D 으로 1.8 W 4 D3 W3 D₁ = 1.2X2-2 D2=1x2 13=0.9x1.9. W1=2x1.9 W/₂=1.9x 1.9 VY8=1X0.5 W4=0.8x0.4 52

EXAMPLE:- For the plan shown below; Estimate number of (blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building 3.1 m. 24 January 2022 = N W4=0.8x0.4` Ws= I xo.s 0.2 W₂=1.9 x 1.9 W2 W₁=2x1.9 B=0.9x1.9. D2 = 1 x 2 D₁ = 1-2 X2-2 3.1 Estimation D₂ H = 3-1 m D 으로 1.8 W 4 D3 W3 D₁ = 1.2X2-2 D2=1x2 13=0.9x1.9. W1=2x1.9 W/₂=1.9x 1.9 VY8=1X0.5 W4=0.8x0.4 52

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

epare a datasheet and calculate the cost of plastering cement (1:5), 20mm thick for 50m². Also compute final total cost 0.5 skilled labor $70/day T3 unskilled labor $20/day Mixing charge of cement mortar $7/m³ 7 Lead in KM S.# Rate at Material Metal Cart Conveyance Charge Sand track source, Toll Charge track track 1 $110 1.2 0.8 $5/KM/2ton 1 $30 1.0 0.9 0.5 $3/KM/m³ $5 0.6 0.7 $1/KM/m² $2/25m² WID 2 3 Cement Sand Paint per Ton m³ m²
EXAMPLE: For the plan shown below; Estimate number of ( bricks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m and width of wall 0.23m. 6 March 2023 W1-1.5*1.8m W2=0.7*0.5m W3-0.9*2m D1=1.2*2.1m W1 D2 1.8*2.2m D3-0.9*2m D4=1*2m 3.40 W3 2.90 -3.00 Kitchen living room -5.30 W3 D4 W3 W1 -2.50- Bathroom D3 D2 1.70 Estimation D1 D3 D3 -3.30 Bedroom Bedroom -3.30- 3.30 W1 4.00 WI 56
EXAMPLE:- For the plan shown below; Estimate number of ( blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m. 6 March 2023 w1 -3.40 DL D1=1.2*2.2m D2=1X2m D2 0.9X1.9m W1-2X1.9m W2-1.9X1.9m W3-1X0.5m W3-0.8X0.4m 3.10 7.00- w3 D2 -3.00 D3 4.50- w2 -0.20 -2.00 3.10 -0.2( w4 1.80 [0.20 54
ASSIGNMENT #5 Using Nominal Mix Design, calculate the individual quantity of cement, sand, gravel, and water for the following structural elements of a given project: 1. Column Footings 2. Footing Tie Beams (FTB) 3. Columns BIG DATA 4. Roof Beams Given: FS = 1.54 Pcement = 1440 kg/m3 Psand = 1600 kg/m3 Pgravel = 1560 kg/m3 Water to Cement ratio = 0.5
Q1/ A concrete mixture of 1:1.8:4.5 with a water to cement ratio (w/c) of 0.6 and cement content of 300 kg/m³. Calculate the temperature of the mixture if you have the following information: Tc- 18°C, Ta= 30°C, Tw= 20°C Lot
Example: Calculate the masonry works above water proofing level for the plan shown in Figure: thickness of walls is 0.24 m, mortar mix ratio (1:3). Clear high = 2.5m. Using: 1. Stone if the volume of voids is 25% from volume of building. 2. Bricks units. W1 WI DI D2 WI W2 113 9.0 -5.0- Width in 1.0 1.2 20 15 1.0 DI DI -2.05 20 W3 Height m 2.2 2.2 1.6 1.6 1.6 5.0 6.0 D2 W2
How many grams (whole number, no need for unit) of fine aggregates used in this experiment? Blank 1 Blank 1 Add your answer
solve Trial Cement (grams) Water (grams) Penetration (mm) Consistency 1 70 30 38 2 70 25 34 3 70 20 28
The results of an experiment to evaluate the effects of a water reducer areshown in Table P6.32.a. Calculate the water–cement ratio in each of the three cases.b. Using water reducer, how can we increase the compressive strength ofconcrete without changing workability? Refer to the appropriate case inthe table.c. Using water reducer, how can we improve workability without changingthe compressive strength? Refer to the appropriate case in the table.d. Using water reducer, how can we reduce cost without changingworkability or strength? (Assume that the cost of the small amountof water reducer added is less than the cost of cement.) Refer to theappropriate case in the table.e. Summarize all possible effects of water reducers on concrete.
Two batches of cement mortar with properties as shown in Table P6.18. Ifmortar cubes are made from these batches, which batch do you expect to havelarger compressive strength? Why?
Determine the quantities of materials required per cubic yard to create a concrete mix. The specifications require a maximum size aggregate of 1½ in., a minimum cement content of 5½ sacks per cy, and a maximum water- cement ratio of 0.60. Assume 6% air voids (cement, 470 lb per cy; water, 4.52 cf/cy; fine aggregate, 1,068 lb/cy; coarse aggregate, 1,986 lb/cy).
1) 848 kg of sand and 486 kg of crushed stone will be used in a 1m³ concrete batch. Calculate, a) Volumetric mixture proportion of each aggregate. b) The grain size distribution of the aggregate mixture. c) Discuss the suitability of this mixture (compare with the reference curves A32 and 832) 4 mm 75 % passing from sieve Sand 31,5 16 mm 100 mm 100 Crushed stone 100 58 A32 Reference 100 62 B32 Reference 100 80 8 mm 90 36 38 62 15 23 47 2 mm 60 8 14 37 1 mm 49 0 8 28 0,5 0,25 mm mm 31 15 05 18 828 0 Density Kg/dm³ 2,65 2,70