The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m

The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m

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: Directions: Check the safety of the typical reinforced concrete tee beam used to support the…

Q: PROBLEM 1] The cantilever beam shown below has the cross-section on the right portion. If the…

Q: Design a singly reinforced rectangular section to resist a factored moment of 280 kN - m using the…

A: Given, f'c=20 MPa fy=400 MPa b=250 mm Mu=280 kN Pmax=0.85f'cfy(38β1)=0.85×20 400(38×0.85)=0.01355…

Q: Given that permissible stresses are 10N/mm^2 (Tension) and 16N/mm^2 (Compression), determine moment…

Q: A rectangular beam has a width of 267mm and an effective depth of 495mm. It is reinforced with…

Q: A reinforced concrete cantilever beam is shown below. The beam cross section is a rectangle, 12…

A: Given data Concrete weight (wt) = 150 pcf Find maximum bending moment due to self weight of beam.…

Q: STRENGTH OF MATERIALS (Please write the complete solutions, FBD and answer in 4 decimal place.…

Q: ft-k check if 8#9. for T-beam works. the

Q: Problem 2.8 - The 400-kg precast concrete section is hoisted by a vertical force 'T' from a crane.…

A: Given: Weight of concrete section = 400kg Required : Tension in cable

Q: The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of…

A: Given- M25 concrete,⇒fck=25 MPa,Fe 415 steel⇒fy=415 MPa,width b=325 mm,Area of steel Ast=4000 mm2.…

Q: Current Attempt in Progress Two 4-in.-wide wooden boards are to be joined by splice plates that will…

Q: A beam is limited to the dimensions b = 15 in, d = 20 in,. and d' = 4 in. If Mp = 170 kip-ft…

A: We have to determine the value of limiting steel ratio maximum steel area based on steel ratio and…

Q: A square pillar is subjected to a compressive force P and a bending moment M (see figure and Table).…

A: Given: The load P is 3500 kN. The moment M is 85 kN.m. The allowable compressive stress is 18 MPa.…

Q: A rectangular beam has the following properties. Assume 12 mm stirrups. Assume a single layer of…

A: width of beam = 450mm depth of beam = 600mm

Q: Calculate the bending stresses in the beam using the transformed area method. Use a concrete…

A: Given values: b = 14 in D = 24 in Area of steel bars, 6#9 bars = 1 in2 * 6 = 6 in2 n =8 M = 110 ft-k…

Q: A steel beam is reinforced by three steel rods. The modulous of elasticity for concrete is 20Gpa and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: istance of the section. The p

Q: Q2. Design the required tensile and compression rebars for the cross section shown below. Mu= 288…

A: for given cross section given b=250mm D=500mm MU=288KN-M FC=20 MPA FY=300MPA

Q: g flange side. The two sides of column are . And there is a supporting point at the e of column in…

Q: Situation 2: A rectangular beam has the following properties. Assume 12 mm stirrups. Assume a single…

Q: For the cantilever beam(300x700mm) to carried the loads shown in the figure below, calculate the…

A: Cantilever beams are not flexible structural elements that are supported at one end and loose at the…

Q: Please show the complete solution. M 10' L B L Answer: CD-i 6 panels at 4¹ K L D L E L H L F L Find…

Q: A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section…

Q: resistance of the section. The p ion.

A: given:

Q: Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of…

A: f'c=3000 psify=60 ksiTo determine:Theoretical nominal bending moment

Q: Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm,…

A: F=10kN , l1=l2=400mm , A1=100mm2 , A2=50mm2 , E=200GPaTo Find :a) Axial force diagram for the rod.b)…

Q: AW18 × 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w…

A: Given Data: Load=p=20 kips w=5.8 kips LAB=4.0 ft LBC=4.0 ft LCD=13 ft

Q: d. The end of each bar includes a standard 90 degree hoo m the outside face of the supporting…

Q: Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including…

A: Total moment = Dead load moment + Live load moment= 200kN.m + 300kN.m= 500kN.m

Q: Figure 1 shows the plan view of an exhibition hall with dimensions L, x L2. The structure is to be…

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

Q: A bolted connection s

Q: Determine the maxinum tensile stress and compressive stress for the beam with the given cross…

A: Max moment occurs at Left supportMmax=-10004=-4000lb-ft so,

Q: A reinforced concrete beam has a width of 250 mm and a total depth of 450 mm. It is reinforced with…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w…

Q: -4@50 -- - 4@100 -rest @ 175 2-032 $12 2-020 400 mm 175mm- BSECTION 1525 mm ACANTILEVER BEAM…

A: Cantilever beam Pu is ultimate load at free end Pu will be min of pu calculated from shear and…

Q: Please answer all since they are all connected. Thanks UPVOTE will be given! Please write the…

A: Ultimate moment The moment acting on the beam when it is at its maximum capacity is the maximum…

Q: Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including…

A: Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including…

Q: Question #5. Calculate the allowable axial compressive load for a stainless-steel pipe column having…

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

The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight.
Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars.
Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete
cover of 50mm and stirrup size of 10mm.
20kN/m
2m
1m
25kN
6m
1m
40kN/m
2m

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 : Data

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 13 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

For the Beam section below, check if steel yields and determine the ACI design flexural strength. 12 in. 15 in. 4 #10 bars $3 in. f, = 60,000 psi f;= 4000 psi -18 in.-
A traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.
please use only set 1 data table thank you this is non graded
Determine the forces in members using the method of section FE, LK, and LG. Include your complete solution along with its free body diagram.
A reinforced concrete cantilever beam is shown below. The beam cross section is a rectangle, 12 inches deep by 18 inches wide. Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f'c = 4000 psi - Concrete tensile strength: f't = 400 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Beam is not exposed to weather or in contact with soil. Determine if the beam will crack under its own weight, if its self-weight is 250lb/ft. 10 ft -18" BEAM SECTION beam will crack beam will not crack unknown, not enough information to calculate
Q2) The members of the truss structure shown below is plain concrete. The compressive strength of the concrete is 25 MPa. Compute the maximum load P that can be carried by the structure. (Cross section of each member of the truss is 200 x 200 mm and don't use material factors and do not consider slenderness) Comment on your results briefly. P A& 2m SC 2 m 1380 2m D
compute Compute the Euler's Buckling load andGoverning Nominal Compressive strength based on AISC E3-2 or E3-3 (kips)
B4
Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including its own weight) and a live load moment of 300kN.m. The beam is limited in size to 350mm by 600mm overall depth. Steel covering from centroid of bars to outermost fiber is 100mm for both tension and compression reinforcement. Use fc'=27.5Mpa, fy = 414MPa,20mm bars.A. As'= 7 of 20mm and As=14 of 20mmB. As' = 9 of 20mm and As=18 of 20mmC. As'= 5 of 20mm and As=10 of 20mmD. As' = 3 of 20mm and As=6 of 20mm Please provide neat and clear solutions Note: Kindly double check your answer