Question 8 A sample slab section view is shown below: *4010"EW 30 Felt Joint El. See What should be the correct reinforcement configuration in plan view for this slab?

Q: What is the Test Procedure for Compressive Strength in the process of Testing of Concrete Masonry…

A: Compressive strength of the Concrete:

Q: Identify types of each slab panel and label the shear force coefficient for loading distribution…

A:

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A: Given data in question  Footing picture To find out  Which type of footing is given in picture

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Q: 2. For the following section assume concrete with compressive strength of 5,000 psi and rein: steel…

A:

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Q: 4.1 Identify the concrete construction type for the following diagrams, also identify drop panel and…

A: Types of slab

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Q: Match the following: Distribution reinforcement spacing in the one-way slab Choose... Choose.. 5…

A:

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Q: what is the Basic recommended slump for column ?

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A: given- Initial diameter=10 mmspacing S1=10 cmReplaced diameter=12 mmTo Find-Spacing S2

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A: Given Data : Thickness of one-way RC slab (t) = 120 mm live load= 2.2 kPa Dead load=5.1 KPa fy=411…

Q: 4, What are the two main kinds of masonry crack? What are the commonly used methods to reinforce the…

A: There are two main type of crack is given below: Horizontal cracks Vertical cracks

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A: This q. is from NSCP 2015 code

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A:

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A:

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A:

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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.