(BASE ON 100 M LONG) In m3 1. Void Forms (in m) 2. Grade Beam Forms (in m2) 3. Grade Beam concrete (placing | Material) (in m3) This drawing is not to scale 260 x 500 Grade Beam Cutback slope (H:V) 1:1 260 x 150 Void Form 3 Rows 10M Rebar 000 ood 900 190 3 Rows 15M Rebar Existing Grade 50 mm Rigid Insulation (200 deep) 300 dia. Concrete Piles (see plan)

Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…

A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…

Q: 2. Calculate the minimum beam width for the beam shown below. The clear cover to the stirrups on all…

A: The aggregate size is s=1 in. The depth of the section is D=24 in. Take the compressive strength of…

Q: Question 1 Design a square shape reinforced concrete colunn to withstand the following dead and live…

A: Square Column: This is the most commonly used in the construction of buildings. It is very easy to…

Q: A cantilever beam shown supports a uniform service (unfactored) dead load of 1 kip/ft plus its own…

A: The formula for Factored moment- Mu=-wul22-Pu(l-x)Where, l= span of the beam x= distance of…

Q: 3. A simply supported beam (Span / -25 ft) has a section as shown below with normal-weight concrete…

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Q: A square tied column measuring 600mm x 600mm is reinforced with 16-32mm diameter longitudinal bars.…

A:

Q: The working load capacity of a column of size 300 mm x 600 mm with minimum percentage of steel is…

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Q: Help

A: Given: steel in tension zone: n = 6 bars dia. = 40 mm Beam section: b = 300 mm h = 585 mm L = 8000 m…

Q: Problem 1: Calculate Mn and check the minimum steel limit f'c = 4 ksi, fy = 60 ksi. 2.5" 25" 6-#9…

A: Analysis of T-beamf'c=4 ksify = 60 ksi

Q: A Concrete Masonry Unit Wall is constructed as follows: • Length 8000 mm • Height 4000 mm . There…

A:

Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…

A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…

Q: A hollow concrete masonry unit has actual gross dimensions of 7@5/8 in. *7@5/8 in.* 15@5/8 in.…

A: Given data:

Q: Question 2: In question 1, if the beam height (h) is changed to 550mm. Also, the beam reinforcement…

A: Note:- “Since you have posted a question with multiple sub parts, we will provide the solution only…

Q: Design a rectangular section for the following beam considering the given loading. The weight of the…

A: Given fy= 60000 psi fc'= 4000 psi

Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: Situation: A beam has a width of 300 mm and total depth of 600 mm strength f'c-36 MPa. Steel yield…

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Q: 30 kip W = 2 kip/ft A В 10 ft. 20 ft. 30 ft. f. = 5000 psi 30 in. 36 in. 8 #9 bars 3 in. 3 in. 16…

A: Note-Since we answer one subpart at a time so we will answer the first three. Please resubmit…

Q: Problem 3: In the following section effective depth and width are 21 inch and 14 in are…

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Q: Question 1: 10M Stirrups 350mm 2 - 20M 2-25M+1-20M 850mm F The figure above shows the cross section…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A 150mm thick concrete slab, with a span of m, which is continuous on one end, is reinforced with…

A: Given data: Thickness of slab=150 mm Span of the beam=3m Reinforcement =15 M bars  Spacing between…

Q: The two-way slab shown in the following Figure has been assumed to have a thickness of 7 in. Section…

A: Solution; (Using the same concrete for beams and slabs) Computing α1 for long (Horizontal) span for…

Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

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Q: Given a beam section b angle D = 450mm * 950mm M*=1500kNm, f_{c}' = 32MPa f_{5y} = 500MPa and the…

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Q: Me lesio Q4) Concrete is required for walls of a building that will be moderately exposed to…

A: Mix Design as per ACI 211.91 Compressive strength = 21.5 MPa Slump = 50 mm Cement - type I Aggregate…

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.