11-11. The brick wall exerts a uniform distributed load of 1.20 kip/ft on the beam. If the allowable bending stress is allow = 22 ksi and the allowable shear stress is Tallow 12 ksi, select the lightest wide-flange section with the shortest depth from Appendix B that will safely support the load.

11-11. The brick wall exerts a uniform distributed load of 1.20 kip/ft on the beam. If the allowable bending stress is allow = 22 ksi and the allowable shear stress is Tallow 12 ksi, select the lightest wide-flange section with the shortest depth from Appendix B that will safely support the load.

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: The 5-ft concrete post is reinforced with six steel bars, each with a -in. diameter. Knowing that E₁…

A: Total number of steel bars are 6 Diameter of steel = 7/8 inch Es = 29 x 106 psi Ec = 3.6 x 106 psi…

Q: 32 A beam which is composed of concrete and a wide flange steel is subjected to moment M = 1126…

A: Given: A composite beam made up of steel and concrete having Compressive stresses to be carried by…

Q: es Required information Problem 01.061- A two link assembly with point loads Two horizontal 13-kip…

Q: Design a lintel over an opening of 3.5 m. The lintel is made in a wall 400 mm thick. The lintel has…

Q: 1- Draw the location of the reinforcement steel, strain, and the stress diagrams for the following…

Q: The 5-ft concrete post is reinforced with six steel bars, each with a 1-inch diameter. Knowing that…

Q: The column shown is strained to -0.003 on the right hand edge and to +0.002 on its left hand edge.…

Q: The maximum shear stress (kPa) is most * nearly 100 kPa 50 kPa -50 kPa 50 kPa 75 O 56 66 O E

A: σx = -50 kPa σy = -100 kPa τxy = 50 kPa To calculate the max. Shear stress in kPa

Q: SITUATION. A beam width b = 300 mm and depth d = 600 mm is to be prestressed. Find the eccentricity…

A: b= 300mm, d= 600mm

Q: 4.8 Determine the service level moment capacity of the section in Figure P4.1c if the allowable…

Q: Q2. For the beam and loading shown below. The allawable flexural stress is 12MPa, allawable shear…

A: The given data is shown below: Flexural stress=12 MPaAllowable shear stress=825 KPa

Q: A 200 mm thick one-way reinforced concrete slab overhang simple support. The span

Q: 1. Assume that the diameter of the rivet that joins the plates is d = 20 mm. The working stresses…

A: To find out the minimum safe thickness of the plate.

Q: 1. The web has a width of 350 mm and the slab thickness and spaced at 6.5 feet center to center of…

Q: A 300 mm wide reinforced concrete beam has an effective depth of 450 mm. It is reinforced in the…

Q: lowable shear stress for each of the 0.30-in.-diameter steel pins at A, B, and idering the normal…

Q: Find the max compressive and tensile normal stress of the beam below

A: Given Data Determine the maximum compressive and tensile stress of the beam.

Q: The wood beam has a square cross section. Find the smallest allowable cross-sectional dimensions if…

Q: In reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of 60…

A: Given data: Width b= 300 mm Effective depth d= 600 mm Modular ration n = 9 In cracked analysis…

Q: a) If olow 160 MPa, select the most economical metric wide- flange shape that should be used to…

A: Data given: σallow = 160 MPa Asked: Select most economical metric-wide flange shape Calculate Von…

Q: 4. Wet concrete exerts a pressure distribution along the wall of the form. Determine the resultant…

Q: A 4-m simply supported timber beam is to be designed to carry a total uniform load of 10 kN/m…

Q: The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure…

Q: A T-beam with the cross-section shown above is subject to the loads shown. a) Determine the second…

A: Given:- To find:- Second moment of area SFD and BMD Normal stresses at A, B and C Concept:-…

Q: A 2.0m long, pinned at both ends is of square cross section for which each side is 90mm, has E =…

A: Solution Given Data length of coulumn= 2 m Column pinned at both end E= 12 GPa σallow= 15 MPa

Q: A continuous concrete flooring system consists of a 3-in thick concrete slab supported by 15-in wide…

Q: 100 KUMT emm 130 1 5 m 25 kNm • At the top of the beam . At the neutral axis At the bottom of the…

A: Given: Required : At B, normal stress at top, bottom and neutral axis At A, normal stress at…

Q: 2.35 The 5-ft concrete post is reinforced with six steel bars, each with a 3-in. diameter. Knowing…

A: Objective: To determine the normal stresses in the steel and concrete for the given reinforced…

Q: Prob. 4-162 1 m W1 60 kN 80 KN -2.5 m- -3.5 m 50 kN 1 m W2

A: "Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Determine the side (a) of the granite block that will provide the safe design if the maximum stress…

A: Stress=LoadAreaArea=a×a

Q: Problem 2. Determine the stress on the steel and concrete of the beam shown if n= 8. Use f'c= 21.0…

A: Given , Compressive strength of concrete f'c=21 MPa b= 437 mm h=530 mm d=480 mm As=942.48 mm2 n=8…

Q: P6-5. Sketch the bending stress distribution over each cross section. (a) M P6-5 (b)

A: Two members cross section are shown in the above figure. We have to draw bending stress distribution…

Q: Question A concrete beam of rectangular cross-section of 200 mm x 400 mm is pre-stressed with a…

A: GivenCross-section-It is needed to find the maximum compressive stress in the concrete.

Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…

A: Bending stress: It is the stresses generate because of the bending of the beam. Its variation is…

Q: Two steel plates of 8 x 200-mm rectangular cross section are welded to the W310 × 52 beam as shown.…

A: Maximum shearing stress in beam is..Two steel plates of rectangular cross-section are welded to…

Q: PROBLEM 2 Strips A and B are to be glued together using the two strips C and D. a. Determine the…

A: force transfered by C strip = Force in D strip=force in A strip 2=20 KNlet the width of the strip C…

Q: The diameter of a concrete flag past varies from 240 mm at base to 120 mm at top as shown. The…

A: Given data:Height of the post = 10 mHorizontal force= 600 N

Q: ver a span of I metres and subjected to an axial pull of W kN. Determine the value supported [8,022;…

Q: 9-23. The wood beam is subjected to a load of 12 kN. If a grain of wood in the beam at point A makes…

A: Given : Load = 12 kN Determine the normal and shear stress that acts perpendicular and parallel to…

Q: Q.1 Determine the short and long term camber of SST36 having a span of 75 feet with only self weight…

A: Span of the beam (L): 75 feetSelf-weight of the beam: Creep coefficient (): 2.5Free shrinkage strain…

Q: The beam shown below has a cross section of channel shape with width b-400 mm and height h=80 mm,…

A: Given data:

Concept explainers

Advanced Framing Techniques

In construction engineering, framing means joining together pieces of members to build a whole structure. Framing is the step where the construction project starts taking its shape. Wood, engineered wood, and structural steel are some of the framing materials used in construction. The framing technique is divided into two types, lightweight framing, and heavyweight framing. In the heavyweight framing, the vertical supports are few, and the size and weight of the pieces to be used are more like timber framing, pole building framing, and steel framing. Lightweight framing has several smaller size vertical pieces like a balloon, platform, and light-steel framing.

Question

11-11. The brick wall exerts a uniform distributed
load of 1.20 kip/ft on the beam. If the allowable bending
stress is allow = 22 ksi and the allowable shear stress is
Tallow = 12 ksi, select the lightest wide-flange section with
the shortest depth from Appendix B that will safely support
the load.
-4 ft-
-10 ft-
Prob. 11-11
1.20 kip/ft
-6 ft

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: Given:

VIEW

Step 2: Solution:

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 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

The deep beam shown below supports a factored load of 1500 kips. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and structs and design the tension tie. Use 5 ksi normal-weight concrete and fy = 60 ksi. Consider the overall beam height of 12 ft and the effective depth is approximately 11 ft 32" 6 ft A B 1500 kips C 34 in 21 ft D 28"
1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of l6.5 feet and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy = 280 MPa. Concrete has a strength of f c = 20.7 MPa Assume steel covering of 40 mm. a. Determine the effective width of the flange. b. Determine the depth of compres sion block. c. Determine the ultimate moment capacity of the beam.
INELASTIC BENDING OF SINGLY REINFORCED CONCRETE BEAM SECTION *A trapezoidal concrete beam is casted with a compressive strength of about 20 MPa. The beam is reinforced with 3- 32 mm diamater bars in the tension zone with a yield strength of 275 MPa. The bar is located 100 mm from the bottom. Determine the nominal bending strength. Assume that the beam is symmetrical about the vertical axis with a depth of 600 mm, a top width of 500 mm, and a bottom width of 200 mm.
A simply supported wood beam that is 13.5 m long carries a 36 kN concentrated load at B. The cross-sectional dimensions of the beam are b- 155 mm, d- 390 mm, a - 65 mm, and c- 30 mm. Section a-a is located at x- 2.3 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. |P H d a В C L 2L 3 Answer: (a) TH - 0.33 kPa (b) TK - i 0.169 kPa (c) Tmax - 0.595 kPa (d) Omax" 27.486 MPa 3
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w = 2.4 kips/ft, LAB = 5.6 ft, LBc = 5.6 ft, and LCD = 15.6 ft. Determine the magnitude of the maximum bending stress in the beam. P A B D LAB LBC LCD
SIMPLE 100 KN 50 KN STRESSES В 7.00 2. How many rivets are required to member BD to the gusset plate at H A Joint B? The maximum E shear stress of steel 4.00 2.00 3.00 4.00 rivet is 60 MPa. Compute the minimum safe quantity of rivets. 50 KN 50 KN
Topic: Restrained Beams 140KN 2.5m 3.5m 5KN/m 3.2m МА 6m MB 11WL2 Pab² 5WL2 Pa?b MA = - MB = - 192 L2 192 L2 INSTRUCTION: 1. Determine the maximum stress in the timber beam with the size of 120 x 370mm.
Find the max normal stress (?_???) of the beam below.
A column ABC is constructed with uniform hollow circular section as shown below. The roof load at the top of column is 50 kN and the floor load at mid height is 150 kN. The compressive stresses in the portion AB and BC are and respectively. 50 kN 200 mm 150 kN 15 mm X-X C.
6
The sign post shown has an outside diameter of 12-in. and a wall thickness of 0.50-in. Determine the maximum load P that can be applied while limiting the maximum tensile stress at the base to < 36 ksi. 1.5P P 10 ft 7 ft C 20 ft D.
Q2) Derive the equation of balanced reinforcement ratio, Po, for flanged-section by showing all forces and stresses on the cross section.