You are required to carry out the flexural and shear reinforcement design for the simply supported beam shown in Figure 2 below. The beam has a clear span of 25 feet, an overall depth of 20 inches and a width of 12 inches. It is supported by 14 inches deep columns at both ends. The beam carries a uniformly distributed service dead load of 0.82 kip/ft (including its self-weight) and a uniformly distributed service live load of 1.0 kip/ft.

You are required to carry out the flexural and shear reinforcement design for the simply supported beam shown in Figure 2 below. The beam has a clear span of 25 feet, an overall depth of 20 inches and a width of 12 inches. It is supported by 14 inches deep columns at both ends. The beam carries a uniformly distributed service dead load of 0.82 kip/ft (including its self-weight) and a uniformly distributed service live load of 1.0 kip/ft.

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: 5. Using method of sections, determine whether the following are in tension or compression: FH GH GI…

Q: A composite compression member consists of a W12 x 136 encased in a 20-in. x 22-in. concrete column…

A: Values needed for the AISC strength equations are as follows, For the W12×136, As=39.9 in2. And…

Q: Manufactured scaffold planking with spans greater than 10 feet in length must be labeled to indicate…

A: According to the General Requirements of Scaffolding, Part b (1): "Each scaffold shall be designed…

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

Q: A 5 ft 600 lb 5 ft 900 lb 5 ft B

Q: 1-81 The 60 mm x 60 mm oak pos pine block. If the allowable bearing s rials are doak 43 MPa and…

Q: Problem 1: The one way-slab spans 4.0 m. In addition to its own weight, the slab supports a…

A: Design as per IS 456 Limit state depth

Q: Figure 1 shows the plan view of an exhibition hall with dimensions L₁ x L₂. The structure is to be…

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy= 472 MpaTo design- 1) Loads2) Design…

Q: Situation 4: A member of the top chord of a truss of an industrial building is 10 m long has…

Q: 3 Determine the eccentric compressive strength, i.e., load and moment, corresponding to (i) balanced…

A: Solution: Note: Minimum shall be designed for i equal to unsupported length of column /500 +…

Q: 2. Determine the axial capacity of the following tied column. Does the reinforcement meet ACI…

Q: Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”,…

Q: Weight of Crate : 200kg Rope Tension Limit: 10KN Determine the smallest angle. Determine Force AB

A: Given Data: The weight of the crate is m=200 kg The rope tension limit is FAC=10 kN To Determine:…

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

Q: The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40…

A: For C30 concrete fck = 30N/mm2 (in cylindrical specimen test) fck = 37N/mm2 (in cubical specimen…

Q: Assume the section has cracked and not yielded. a) Compute the maximum stresses in concrete and…

Q: A short column is made by nailing four 1 x4-in. planks to a 4 x 4-in. timber. Using an allowable…

A: Given: A short column is made by nailing four 1 x4-in. planks to a 4 x 4-in. timber. Using an…

Q: A timber beam 100 mm wide by 300 mm deep is made by gluing three 100 mm x 100 mm member together.…

A: Given A simply supported beam with a concentrated load of P at midspan Required Safe load,

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

Q: For the timber shape neglect friction and find 1-The dimension (b) if the allowable shear stress is…

Q: 3 kN 1.5 kN 2 kN 2 m 2 m + 2 m 2 m --1.5 m-|-1.5 m--1.5 m-| D A В

Q: Seatwork No. 1 1 whole yellow sheet of paper or bond paper A rectangular beam having a 7-m simple…

A: Given:- The span length of the beam = 7 m The superimposed dead load = 28 kN/m The live load = X =…

Q: 3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in…

Q: ties in column reinforcement is used to:

A: The term Tie is used to define the transverse reinforcement provided in column where the primary…

Q: The beam shown below is subjected to a factored uniform load of 8 kips/ft. The concrete strength is…

A: Shear strength of the beam Shear strength refers to a material or component's resistance to a…

Q: PROBLEM NO. 2: A 4 BY 4 – IN. WOOD – POST BC IS CONNECTED TO A 1 - IN. DIAMETER STEEL EYE – BAR AB…

A: Given data : W=7000 lbs AC=7 inch CD=5 inch BD=5 inch

Q: Problem#3: The lap joint shown is fastened by four 4-in.-diameter rivets. Calculate the maximum safe…

Q: iral column carries a dead load of 1070 kN and a live load of 980 kN. If f’c = 27.50 MPa, fy =…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: 1-87. The beam is made from southern pine and is supported by base plates resting on brick work. If…

Q: Determine bar force members EB, EC, and DC using method of sections. You may not copy the problem. F…

Q: Determine the tributary area of purlin P1, girders G1 and G2, interior column C1, and corner column…

Q: Discuss about the pre tensioning and post tensioning procedures in detail.

A: Pre tensioning: Pre-tensioning is done by stretching wires or strands called tendons between two…

Q: (i) Determine the rivet value of 20 mm diameter rivets connecting 10 mm plate and is in (a) single…

A: We’ll answer the first question since the exact one wasn’t specified. Please submit a new question…

Q: What is the ultimate uniaxial load capacity of the given column section, according to the design…

A: For the given problem, we will use the minimum eccentricity formula to solve for ultimate load…

Q: Please answwer the question in the picture, Show all of your work please.

A: Follow the steps...Image_1Image_2Image_3As calculated above Absolute Maximum SF =17 kipAbsolute…

Q: Answer fast.

A: Step 1:Sure, I can help you with the question in the image. The question asks you to calculate the…

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: cover = 40 mm Concrete, f’c = 27 MPa Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1.…

Q: A laminated beam is composed of five planks, each 6 in. by 2 in., glued together to form a section 6…

A: Given : Plank size - 6 in. by 2 in. Allowable shear stress in glue = 90 psi Allowable shear stress…

Q: Determine the required number of 20mmø of the channel floor joist shown. The top flange is 500mm…

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

A: L=4.55 mh=22.2 mt=122 mmDL=3.55 kPaLL= 4.55 kPafck= 25.5 Mpafy= 472 MpaTo design1) Loads2) Design…

Q: determine the maximum load P if the maximum capacity in tension of the bolts is AKN A = 7.8 and…

A: Given that Maximum tension capacity of the Bolt, A = 7.8 and F= 2.4 KN r =0.152 +0.152 = 0.212 mL1…

Q: A beam cross-section is limited to the size shown. Determine the required area of reinforcement for…

A: Given data: Service Dead load moment, MD=400 ft-kips Service Live load moment, ML=250 ft-kips…

Q: A 25.6 mm diameter bolt having a diameter at the root of the threads of 21.7mm is used to faster two…

A: Given, Diameter of the bolt, db= 25.6mm Diameter of the thread, dt= 21.7mm Tensile Force, P= 34 kN…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Say whether shear reinforcement is required and if it is indeed required, carry out the design for the stirrups. Make a sketch of the design.

3) You are required to carry out the flexural and shear reinforcement design for the simply
supported beam shown in Figure 2 below. The beam has a clear span of 25 feet, an overall
depth of 20 inches and a width of 12 inches. It is supported by 14 inches deep columns at
both ends. The beam carries a uniformly distributed service dead load of 0.82 kip/ft
(including its self-weight) and a uniformly distributed service live load of 1.0 kip/ft.
Design Data
●
• fé = 4.35 ksi
Normal weight concrete (wc = 150 lb/ft³)
= 60 ksi
●
25 ft.
Figure 3
fy
Use #9 bars for longitudinal reinforcement
max
● Use #3 bars for stirrups
● Clear cover = 1.5 in.
● Maximum aggregate size a = 0.75 in.

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: Introduce the problem statement

VIEW

Step 2: Compute maximum bending moment and shear force

VIEW

Step 3: Design for flexure

VIEW

Step 4: Design for flexure

VIEW

Step 5: Design for shear

VIEW

Step 6: Design for shear

VIEW

Step 7: Cross section of beam

VIEW

Solution

VIEW

Step by step

Solved in 8 steps with 11 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

Computation must be complete.Answer in two decimal places.Box your final answer.
Do not use chatgpt and pls don't provide image solution otherwise I will downvote you
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).
Problem- What should be the depth of web required as per serviceability criterion if no transverse stiffners are provided and the web is connected to flanges along both longitudinal edges. Take depth of web to be 1900 mm and yield stress of steel to be 250 MPa.
Discuss about the pre tensioning and post tensioning procedure in detail?
Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
Design a singly reinforced beam. Use f'c = 28 MPa, fy = 414 MPa
For the following plan it is required to: 1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load 2- Design the columns. The concrete has a strength of 30 MPa, and the yield strength of the steel is 420 MPa. Show full calculations and neat sketches. All dimensions are in m. I 03 B2 0,3 7 B1 Wu=20 kN/m2 B1
Please show complete details, FBD, and solutions. Thank you!
A one way simply supported slab of effective length in the shorter span is 3.5 m. Calculate the area of the distribution reinforcement.
Design a rectangular one-way slab: clear dimensions (4 m x 8 m) to carry a superimposed dead load of 2 kN/m in addition to its own weight and a service live load of 4 kN/m2., The slab is fixed to beams on all edges. Use o 13 for the main & minor steel. Use fe-28 MPa and f,-420 MPa. Show neat and complete sketch (plan & cross section) of your design. Solution: Plan View showing reinforcement details Cross-section in short direction showing reinforcement details
Need both parts in neat and clean handwritten solution. Do remember for an upvote. Best of luck