(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)

(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)

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: Sub: Advance Reinforced Concrete design. Follow the ACI 318 design code for the desi Answer the…

A: Given Data - f'c = 27.65 Mpa = 4 ksi = 24 N/mm2f'y = 395 Mpa ≈ 60 ksi ≈ 408 N/mm2 Loads Guide Rail…

Q: Problem 8: A-C fc=4500 psi 2 in Grade 60 #6 bars - # 4 stirrups 1.5 in. clear cover 3/4 in. max.…

A: Given data: f'c=4500psi=31Mpafy=Grade 60=415Mpaeffective depth=d=20in=508mmMaximum depth ofneutral…

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: Determine the maximum axial load P (in kN) that can be applied to the wood compression block shown…

A: in given block cross section area of block A=width×depth =200×120=24000 mm2let stress on vertical…

Q: A symmetrical cross-section of a reinforced concrete shown has a value of f'c = 26.27 MPa and fy =…

A: Given data f'c = 26.27mpa fy = 414 mpa The As value was not given. so lets assume as 3bars of 32mm…

Q: PROBLEM: 1. Given the dimensions and loading of the beam below, design the number of reinforcements…

Q: (1) 3#8 4#10 15" I2.5" 24:5" Grade 60 steel. fé= 4000 psi, NWC. & Mn = ?

Q: NWC. fe= 3000 psi, Grade 60 steel Mer=? (b) If M=50 (0) & Mn = ? ft-kips fc & fs =

A: We know that cracking Moment is given by Mcr = fr*Igyt fr = modulus of rupture fr = 7.5f'c fr =…

Q: 250mmx500 concrete be am is to be reinforced with 5-28mm diameter bars at tension sde. For the…

A: Answer (a) ACI code 318 -19th edition clause 25.2.1 states for parallel non-prestressed…

Q: (4) 5 &#8 187 #3" fé= 4000 pai Grade 60 steel NWC. Mn=?

Q: tion in Prestresed co

A: Given, Px p0 Values

Q: 7. Given a beam section b× D = 450 mm x 950 mm, M* = 1500 kNm, f=32 MPa, fy= 500 MPa and the maximum…

Q: Help me how to design the REINFORCED CONCRETE BEAMS WITH IRREGULAR CROSS SECTION as shown in figure…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…

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: Awall form 14 ft high is filled with 160 lb per cu ft concrete at a tem perature of 70°F. The…

Q: Calculate the Flexural strength (Modulus of rupture) of concrete of 4"x 4"x12" beam tested 4500 lbs…

A: The flexural strength of the concrete is calculated by Centre point loading method, σ = 3PL2bd2…

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

Q: Problem 1: Transformed Moment of Inertia and Elastic Deflection Given: The center of the top and…

A: If any structure consists of more than one shape and is made up of more than one material then it is…

Q: The figure below represents interior mezzanine plan, which will be used for storage purposes. The…

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

A: Reference : ACI 318 Mix design Table : Relationship between water to cementitious material ratio by…

Q: Discuss in detail about the polymer concrete with figures.(only hand written will be accepted)

Q: 6.31 A concrete mix includes the following ingredients per cubic foot: 5463 a. Cement = 25 lb b.…

Q: stimate for the concrete, formwork einforcement requirement of Beam GG-36. ength of Beam 1 = 8200mm…

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: (5) 8" 3#9 12" 8" 44 17" #3" fó= 3000 psi, Grade 60 steel NWC, &M₁=?

Q: 7.1 For each assigned problem, calculate the development length required for the following tension…

Q: (2) * 28" 2#8 14" I2.5" NwC fé=3000 psi > 2 #10 z 2 #11 I 3" Grade 60 steel &Mn = ?

Q: Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear…

Q: Determine the values of the distance cfrom the extreme concrete corppression fibers to the neutral…

A: Given: The effective depth is d=21 in

Q: a simply supported reinforced concrete beam has a Vf=140KN, determine if the beam can sustain the…

A: Given Fck=30mpa Ast 8-30# Area of concrete upto effective depth Depth = 600+100-110=590mm Using is…

Q: 1. Calculate the positive (Mr+) and negative (Mr-) moment of bearing capacity for the beam element…

Concept explainers

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.

Question

(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)

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: Given:

VIEW

Step 2: 1. Void form:

VIEW

Step 3: 2. Grade beam forms:

VIEW

Step 4: 3. Grade beam concrete (placing/material):

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 1 images

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

Please find the following?
7.1 For each assigned problem, calculate the development length required for the following tension bars. All bars are bottom bars in normal-weight concrete unless specified otherwise in the notes. No. b h Bar No. f (ksi) f (ksi) 6 9 Clear Clear f, (ksi) Cover (in.) Spacing (in.) Notes 60 40 4 3 2.0 2.0 2.50 1.5 Lightweight aggregate concrete Epoxy coated
(2) * 28" 2#8 7 14" I2.5" NWC fé=3000 psi > 2 #10 z 2 #11 I 3" Grade 60 steel &Mn = ?
Given a beam section b angle D = 450mm * 950mm M*=1500kNm, f_{c}' = 32MPa f_{5y} = 500MPa and the maximum aggregate size=20mm. Design and detail the section. Use N28 bars for the main reinforcement and R10 bars for stirrups. Exposure classifi-cation A2 applies. Please don't hand writing
CRACK ANALYSIS OF REINFORCED CONCRETE
1. Discuss in detail about the polymer concrete with figures.(only hand written will be ассepted )
SHOW CLEAR SOLUTION AND KINDLY APPLY NSCP 2015.
Give full explanation Awall form 14 ft high is filled with 160 lb per cu ft concrete at a tem perature of 70°F. The concrete is Type I without a retarder. Concrete will be placed with normal internal vibration to a depth of less than 4 ft. The rate of placement is 5 ft per hr. From Table 1, the value of Cw is 1.1 and from Table 2 the value of Cc is 1.0. The rate of placement is less than 7 ft per hr and the place ment height does not exceed 14 ft so calculate the lateral pressure by using appropriate formula.
Determine the values of the distance cfrom the extreme concrete corppression fibers to the neutral axis, andr, for the beam shown in the following Figure fy 60,000 psi and fc 3000 psi. 0.003 21 in d-c 389 bars 3.00 in) = (0.003) 12 in Select one: a. 6.90 in, 0.0061 b. 6.25 in, 0.0069 c. 7.50 in, 0.0085 d.5.93 in, 0.0076
Civil
Read the question carefully and give me all right solutions. Note: kindly answer all(a, b, c, d) otherwise leave it
Calculate the Flexural strength (Modulus of rupture) of concrete of 4"x 4"x12" beam tested 4500 lbs (total load) in flexure at 3rd points (The supports are located at 1.5 inches from the edges on either side) Please carry out calculations up to two decimal places. 126 Psi 570.63 Psi None of the above 632.81 Psi