Determine the tensile development length required for the uncoated #8 bars shown if normal weight concrete and 180° hooks are used. f'c = 4000 psi and fy = 60000 psi. - 21" - 3 @ 5" 4 #8 W3 stirrups @ 6" 0.C. 27 30

Determine the tensile development length required for the uncoated #8 bars shown if normal weight concrete and 180° hooks are used. f'c = 4000 psi and fy = 60000 psi. - 21" - 3 @ 5" 4 #8 W3 stirrups @ 6" 0.C. 27 30

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: Problem 1: For the given cantilevered beam section shown below check the4 section for shear and…

A: DL = 2 k/ftLL = 3 k/fthf = 5 inbw = 12 incover = 2 inMain bar = 4-#8Stirrupps = #4fc = 4 ksify = 60…

Q: 250 mm 500 mm 350 mm For the beam cross-section given above, calculate the balanced reinforcement…

Q: a simply supported beam 300mm wide, 500mm deep and spans 5.1 m supports a service super imposed dead…

A: Self weight = 0.5*0.3*24 = 3.6KN/m So, wD = 9 + 3.6 = 12.6KN/m Wu = 1.2*wD + 1.6*wL = 1.2*…

Q: Determine the numbers of rebars required for a RC beam (h=400mm, b=700mm) carrying a factored moment…

A: Given b= 700 mm h= 400 mm Cc = 40 mm, db = 20 mm , ds = 10 mm Characteristic strength of…

Q: 2. The column section shown below has ties, concrete compressive strength fe' = 5000 psi, and…

Q: A simply supported beam 300 mm wide, 500 mm deep and spans 5.3 m supports a service super imposed…

A: We have to determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP…

Q: Arectangular beam has a width of 353 mm and an effective depth of 602 mm. The specihed compressive…

A: As per IS 456 2000 S=0.87×fy×Asv×dVuss=spacing of stirrupsfy= yield strength of sttirups=319…

Q: For the section shown, use Whitney's rectangular block to calculate a, ß1 and c, determine the…

A: Given Data:fc=400psiEC=3600ksiand Grade 60 steel fy=60000psiEs=29000 ksi

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

Q: Determine the numbers of rebars required for a RC beam (h=400mm, b=700mm) carrying a factored moment…

A: Given Cc = 40mm db = 20mm ds = 10mm h=400mm, b=700mm Characteristic strength of concrete= 28 Mpa…

Q: Complete the following problems. Assume normal weight concrete, f'c = 4 ksi, fy = 60 ksi, tension…

Q: Determine section shown in Fig. the nominal moment capacity of the Concrete strength and…

A: Given : f'c = 25 MPa and fy = 300 MPa Concrete cover = 50 mm This is a problem of RCC where we have…

Q: A conventional floor system has panel dimensions measured from center-to-center of the beam support…

A: Given; ·

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: (2) 6#9 12" (4) #4 28" (3) Same shape as (1) fe= 4000 psi. Grade 60 steel Cover = 1.5" #4 stirrups &…

A: Breadth of beam=b=12inOverall depth of beam=h=28inmain reinforcement 6 Nos 9 (double layer)shear…

Q: Problem 2: Determine the rebar size in the following beam. The beam span is 22 ft and it is…

Q: An existing beam section was investigated and found out the following elements: b=250mm h=450mm…

Q: When the factored loads is equal to half of the factored concrete shear y, tirrups are required c.…

A: When the factored loads is equal to half of the factored concrete shear capacity, a. Stirrups are…

Q: A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars…

A: The maximum safe allowed moment that a beam can carry is determined by its moment carrying capacity.…

Q: The floor shown below has a constant thickness (h) of 190 mm, and is supported by beams at each grid…

A: Given: Details of floor having constant thickness of 190 mm and supported by beams at each grid…

Q: Question 3: Determine the tensile straight development length required for the 20 mm uncoated bottom…

Q: Refer to the figure. bw

A: (a) using 28mm diameter main reinforcement bars, determine the nominal ultimate moment capacity…

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

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc-50mm,…

Q: 1. A continuous reinforced concrete beam of cross section of 230 mm x 450 mm is subjected to a point…

A: INTRODUCTION- Beams are structural components that bear loads applied transversely to the beam axis,…

Q: How much concrete would you order in CY based on this element? O A. 6.67-6.77 CY O B. 6.87 - 7 CY O…

A: It is required to determine the volume of concrete in form. V=3 ft×120 ft×6 in×1 ft12 in=180 ft3…

Q: The 5-story building design project will have its beams and slab poured monolithically and formed a…

A: Solution: Given: Area of steel at tension 9-36 mm Ast = 1006 mm2 Total Ast = 9x1006=9081 mm2 Area…

Q: Design the steel reinforcement for the slab shown in the figure below, under the loading…

A: Given:- The loading on the slab is given The dead load on the slab = DL = 2 kPa = 2 kN/m2 The live…

Q: Problem No.02: Determine the required number of negative reinforcement using 25mm for the beam…

Q: AW16X100 needs båse plate (A36 steel) to support dead load of 320 Kib and live load of 240 Kib. The…

A: The given data is: Dead load=320 kip Live load=240 kip

Q: (3) H 22" IN_ 1:3|2|2|2|3| 4 #8 (b) Check if the #8 bars As, reg 2.85 in ² #4 at 8" 0.c. fé=4.000…

A: Given: fc = 4 ksi fy = 60 ksi b = 3+2+2+2+3 = 12 in Clear cover = 3 in L = 6 ft main bar = 4 #8 = 4-…

Q: A rectangular beam has the dimensions b=12in., h=26in., and d=24 in. and is reinforced with three…

Q: Question No.2 An eccentrically loaded RC column with a cross-sectional size of 15" x 15" is to be…

A: Given data:- Cross-sectional size of column, 15"×15" 60 grade steel. Fy=60 ksi=60×103 psi Factored…

Q: T0.3 ine the maximum live load that can be applied on one way slab shown in Fig. (1). The slab is…

Q: Find the axial load resistance of the tied short column shown below and check all code requirements.…

A: b = 350 mm h = 350 mm fc = 30 MPa fy = 400 MPa Main bars, 8-20mm

Q: ctangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars and…

Q: Given the section and plan view of the structural elements (Foundation and Column), estimate the…

Q: feu = 40 MPa Cover = 35mm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the…

A: Given : fc = 40 MPa, cover = 40 mm fy = 500 MPa Slab thickness, h = 160 mm Moment, Mu = 35 kNm Main…

Q: Find the safest value of load "P" for the beam loaded shown. fc'=35MPA, Use GRADE 420 steel bar and…

Q: Determine the additional longitudinal reinforcements (mm?) due to torsion of a rectangular beam with…

A: To find : Additional reinforcement in mm2

Q: a simply supported beam 300mm wide, 500mm deep and spans 5.7m supports a service super imposed dead…

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

Determine the tensile development length required for the uncoated #8
bars shown if normal weight concrete and 180° hooks are used.
f'c = 4000 psi and fy = 60000 psi.
21"-
3 @ 5"
3"
= 15"
4 #8
#3 stirrups
@ 6" O.C.
27 30

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

1. A rectangular beam section is 10 in. wide and has a structural depth of 13.5 in. Reinforcement consists of two No. 8 bars. Given that the strength normal weight concrete is 4000 psi and there is NO shear reinforcement in the section, determine the nominal shear capacity allowed by the ACI Code. (5 pt) (Hint: No web reinforcement, so Vc = 8λ¸^(pw)¹/³√fcbwd shall be used).
Principle of Reinforced Concrete Design
30" Design the reinforcement for the T-beam in the middle which carries a live load of 200 lb/ft². The length of the beam is 25 ft. In your design assume concrete with a compressive strength of 3,000 psi density 150 lb/ft³ and Grade 60 Steel. 27" 12" 10'-0" 12" 10'-0" 12"
I need the answer to the question in reinforced concrete
Subject reinforced concrete design please solve part C and D
Question Discuss the Plastic Hinge Length for this :- O simply supparted with concentrated Lead. simply supparted with uniform Load. O Simply supprted with two concentrated Load 4 Cantliver beam with cancentrated Lead at,end. Free Cantliver bea with distributed Load. you Can use wusw.concrete.org> SP_12 this salution to Find subject/Advanced Concrete Design Dear, flease help me to find solution far it question. un 部 odd case(4) Case Q) P case(3) Case (4) A case(5) distributed load (u)
ll中国移动 4G PN © 11:50 PM 75% 4 A spiral column with the diameter of 500 mm has the effective height of lo-4.0 m. The axial compressive strength of the concrete is f. - 14.3 N/ mm. The longitudinal steel bars are 6 22 with the yield strength ofS, - 360 N/mm. The spirals are 10@50 with the yield strength of f,- 270 N/ mm². If the concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.
ineed the answer ASAP.ty 3decimal final answer Do not round off in between solution
#2 will upvote anyone who will answer correctly. Thanks
5. The beam shown is reinforced for positive moment with three epoxy-coated #11 bars. The bars terminate at the center of the supports. Neglecting beam weight (concentrated loads are very heavy), determine if the required development length is satisfied. Assume As required = 4.55in², 2 in. clear cover on all sides of the longitudinal reinforcement, normal weight concrete, #3 stirrups @12 in o.c., f'c = 5000 psi and fy = 60,000 psi. 8 ft | Pu 20 ft Pu 8 ft ge2 of 56 30 in b=14in. ed 5/15/2020 As = 3-#11
using the table below, answer the question
PLEASE SOLVE AND BOX ALL FINAL A LITTLE CONFUSED