0.15 m0.5 m1.5 mCalculate the quantity of plastering for the plan shown in figure0.2 m0.5 mOutside (cement, sand), using mix ratio of mortar(1:2) and the thickness of plastering 2 cm.0.9 mInside(Gypsum plaster), if the thickness ofplastering is 2 cm.1.0 m.0.1 m/3 h4m0.3ازارة10 cm0.6 m0.20 m0.40 mWidthHeightDI1.0 m2.5 mWI2.5 m1.5 mRoom 15x3WID1DIRoom 24x3WI0.5 m

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Initial setting time of cement using Vicat apparatus. By interpolation determine the time when a penetration of 25 mm is obtained. Determine the initial setting time in minutes.
The testing of concrete for compression will require the preparation of 12 standard concrete cylinders with 150 mm diameter and height of 300 mm. The concrete mix proportion is 1:2:4 by weight and water cement ratio is 6 gallons per bag of cement. One(1) bag cement is 40 kgs, one (1) gal is 3.785 liters. The specific gravity of cement is 3.15, sand 2.60 and gravel is 2.70. Determine the volume of gravel in m3 to be mixed with 1 bag of cement: 0.013 0.023 0.031 0.059
The testing of concrete for compression will require the preparation of 12 standard concrete cylinders with 150 mm diameter and height of 300 mm. The concrete mix proportion is 1:2:4 by weight and water cement ratio is 6 gallons per bag of cement. One(1) bag cement is 40 kgs, one (1) gal is 3.785 liters. The specific gravity of cement is 3.15, sand 2.60 and gravel is 2.70. Determine the mass of gravel in kg needed for the 12 cylinders: 82.18 81.28 81.82 88.21
Q1 (a) Hydration process of cement has significantly influence in producing good quality of concrete. State the effect of water-cement ratio and curing time in that process.
EXAMPLE:- For the (7 X 5)m room, estimate quantity of concrete required in lean concrete, reinforced concrete & normal concrete (cement. Sand and gravel), by Centre line method. use mix proportion is 1: 1.5: 3 for foundation and 1: 3: 6 for lean concrete. 6 February 2023 -7m - 5m Estimation 3m 0.6m 0.6m 0.1m 0.2m N. concrete 1m Reinforced concrete 1.6m 1.8m 46
u3 If fc(28)-27.5 Mpa, then the fc(180)=------------for concrete produced using type III cement and cured in moist Type of Cement Туре - III cement (High early Type- cement (ordinary Factor strength Portland cement) Portland cement) moist-cured steam-cured moist-cured steam-cured 4.00 2.30 1.00 0.70 0.857 0.92 0.95 0.98 29 Мра 27.9 Mpa 28.8 Mpa O
unit cost of river sand per cubic meter is 899, while the total cost is 1348.50. Determine the total volume of the plain concrete
1:0) 3G Z 4.5G+ I. A docs.google.com Q3: Answer all questions -If the percentage of total absorption of standard solid clay brick is 20%, and the volume of combined pores equal to 850 cm3 .Assume water density =1 g/cm3 - Find the weight of sample immerse in water? Your answer - Find the Bulk Specific Gravity (saturated) Your answer - Find the Apparent Specific Gravity Your answer
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 2023 N 0.2 W4=0.8x0.4) W 8 = 1 x 0.5 W₂= 1.9 x 1.9 W₁=2x1.9 Dg=0.9 x 1.9. D2=1 x 2 W2 D. = 1-2 X2-2 3.1 H3m - Estimation D₂ D- 9.3 1.8 W4 D3 45 W₂ D₁ = 1.2X2-2 D2=1x2 03=0.9x1.9. W₁=2x1.9 W/₂=19x 1.9 VY3=1X0.5 W4=0.8x0.4 52
(ASAP PLEASE) Design a concrete mix for the following conditions and constraints using the Absolute Volume Method. The material description are as follows: I. Design Environment i. Retaining Wall exposed to moderate sulfate exposure ii. Required Design Compressive Strength = 27.6 MPa iii. Standard Deviation of Compressive Strength of 1.8 MPa is expected (25 sample only) iv. Minimum dimension = 200 mm v. Minimum space between re-bars = 50 mm vi. Minimum cover over re-bars = 50 mm vii. Maximum Slump is required viii. Only air entrained is allowed II. Available Materials i. Air Entrained – Manufacture Specification 5.5ml/1% air/100 kg cement (use maximum or +2% air content) ii. Coarse Aggregates 25 mm Nominal Maximum Aggregate Size Rounded River Gravel (Note: apply water…
The approximate proportion of dry cement morter required for brick work with bricks of nominal size 19 cm x 9 cm x 9 cm, with 15% extra for frog filling and wastage is: (assume 1 m³ of wet mortar = 1.25 m³ of dry morter)
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

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