### Steel Beam Selection for Load Support#### Problem Statement:Select an adequate A992 W Shape to support 380 kips and 1140 kips of dead load and live load, respectively. Consider the support conditions from the figure.#### Diagram Explanation:The figure provides a visual representation of the support conditions for the beam:- **Left Side (Strong Axis):** - The beam spans a distance of 35 feet. - There are no intermediate supports along this span.- **Right Side (Weak Axis):** - The beam is supported at three points. - The first support is located 10 feet from the left end. - The second support is located 15 feet from the first support, or 25 feet from the left end. - The final support is located 10 feet from the second support, or at the right end of the beam.This diagram indicates that the beam is likely experiencing both bending and axial forces and must be designed accordingly. The strong axis and weak axis labels suggest the orientation of the beam in relation to its support conditions.

Pinned at both ends Selection is done based on LRFD and ASD Effective Length = KL = 1x35'=35' (From…

Answered: Select an adequate A992 W Shape to…

Engineering

Civil Engineering

Select an adequate A992 W Shape to support

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: Determine the moment of inertia of the composite area about the centroidal axis

A: The moment of inertia of the composite area about the centroidal y axis - IY = IY1 - IY2 + IY3 +…

Q: should assume both materials exhibit linear elastic behaviour. The concrete cracks in tension at…

A: Answer We are given rectangular hollow steel section filled with concrete with dimensions as shown…

Q: i f you use steel beams as braces for both frame design do you have to use the same thickness beams…

A: The objective of the question is to understand if the same thickness of steel beams is required for…

Q: Two columns 300mmx300mm and 400mmx400mm are loaded by axial and bending forces as shown. They are to…

A: Given data- 2 columns outer 300 mm x 300 mm,DL = 239 kN, LL = 177 kN Column inner- 400 mm x 400 mm…

Q: The beam–column shown in Figure is pinned at both ends and is subjected to the loads shown. Bending…

A: It is required to determine the effective length. For both ends pinned, K = 1 KyL=1×17 ft=17 ft…

Q: b). Determine the COMPOSITE centroid of the T section. (x, y shown is the origin and the reference).…

A: It is required to find the composite centroid of the T section.

Q: Compute the compressive strength of a C15 x 50 of A36 steel. The effective lengths with respect to…

A: For the compressive strength, we have to calculate both LFRD and ASD flexural strength.

Q: 300 A W300 x 67 has two nes of 20 mm dia. Bolts in each lange (3 bolls in each line which has…

A: Steel sectionGross area, Web thickness, Flange width, Effective depth, Diameter of bolt, Yield…

Q: 04/30PLOC h=600 mm Stirrups 10/100 mm b O d=35 mm -530 mm Id-35 mm O bw=300 mm Given: A beam section…

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

Q: Flange width is 2in, Front Spar Flange Thickness is 0.30in, Rear Spar Flange width is lin, Rear Spar…

Q: Sketch a free body diagram of the following isolated part. FBD of the member DEF (figure below)

A: Data given: Asked: Freebody diagram of the system

Q: sing substitute member analysis, make a complete analysis of a complex truss supported and loaded as…

A: A truss is a structure that consists of members organized into connected triangles and forms a…

Q: Assignment 3.1-Column Design PD = 200 kips PL = 300 kips pinned Select a W14 Section of A992 Steel…

A: Given:- The dead load on the column = PD = 200 kips The live load on the column = PL = 300 kips The…

Q: Criteria for a frame: Osupport loads all two force members all multiforce members some two force…

A: Structures called frames are made up of horizontal and vertical elements. The horizontal elements…

Q: Listen When forces are applied at more than two points along the length of a member, and when the…

A: The answer is A multiple-force member. Why the other options are incorrect:Compression member: A…

Q: If the load factor of a section is 3 and the shape factor is 2, then the factor of safety to be…

A: Given data :- If the load factor of a section = 3 Shape factor = 2 To calculate the factor of safety

Q: Find the Moment of inertia of the composite section about the x-axis if the x-axis were lowered one…

Q: Which of the following is the most efficient column section? O Pipe Wide Flange Square tubing O…

A: Brief concept- Column Section- It is a structural member that helps in transferring the compressive…

Q: Find the moment of inertia (Ix, mm²) of the composite shape from the bottom base. Type answer in two…

A: Given:- To find:- From the given question it is required to calculate the moment of inertia from…

Q: Draw S.F.D and B.M.D for part BE of the frame shown in figure below:*

A: applying equilibrium eq and finding reactions

Q: AW 18 x 97 column is shown below. The column is made up of ASTM A992 steel. It is braced on its weak…

Q: Question: Assuming nominal shear reinforcement is provided, calculate the concrete contribution to…

A: Beam width, bw = 400 mmBeam effective depth, d = 675 mmConcrete strength is fc = 30 MPaTo find:The…

Q: Use A992 steel and select a W shape using LRFD. D = 350 k L = 1000 k 35' Strong axis T 10' Figure 4…

A: Span, L = 35 ft Dead load, D = 350 k Live load, L = 1000 k A992 steel; fy = 50 ksi fu = 65 ksi

Q: Identify whether the section is compact, non-compact or slender? - 500mm- 22mm 15mm 600mm 22mm

Q: 1. Indicate whether the following shapes are compact for compression. If they are not (or slender),…

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

Q: If the stirrups are R10 and spaced at 180 mm center to center along the entire length of the beam,…

A: Effective depth, d = 675 mmStirrups 10 mm spaced at 180 mm center to center.4-HD25, 8-HD16 Steel…

Q: Using NSCP 2015 and Fy = 50ksi, determine the ocPn and Pn /c for the column shown. C10X15.3 W8X24 KL…

A: Given:- The effective length of the column (KL) = 10 ft The yield strength of the steel = 50 ksi The…

Q: 2. A W21 x 57 of A992Gr50 steel column having length of 7 m and is fixed-pinned support (Gr50 steel…

A: Given, DL = 900 kN LL = 400 kN L = 7 m or 7000 mm Fy = 345 MPa

Q: D= 265k L = 130k a. Select a W16 of A992 steel. Use the trial-and-error approach. 1. Use LRFD. 2.…

A: Given : - Dead Load = 265 K Live Load = 130 K Length = 18' Use W 16 steel

Q: 1. Indicate whether the following shapes are compact for compression. If they are not (or slender),…

Q: 15 the limiting width thickness ratio "b/t" for flexure in legs of single angles sections for non…

A: Angle Section:- It has an L-shaped part with two legs that might be equal or uneven and are at a…

Q: 9.0 A C12 x 30 is connected with 25 mm diameter bolts in each flange, as shown. If Fy= 345 MPa, Fu=…

Q: Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d =…

A: Given that for a section W10x33, fy = 350 MPa bf = 202.18 mm tf=11.05 mm d=247.14 mm tw=7.37 mm…

Q: If the unfactored shear actions due to dead and live loads are VG = 300 kN and VQ = 80 kN (including…

A: Dead loads, VG = 300 kN Live loads, VQ = 80 kNTo find:The nominal shear stress (vn) acting on the…

Q: A 3/4" x 10" X 5' long plate is fabricated from A36 steel and has standard holes for 3/4" bolts at…

Q: Draw a complete, clearly labeled, FBD of member AE.

A: Draw a complete, clearly labeled, FBD of member AE.

Q: 30.Simply supported members and continuous beam support members generally have ) support at one end.…

A: 30.Simply supported members and continuous beam support members generally have D.pin support at one…

Q: What is the longitudinal and transverse area of steel provided (in terms of in.2/ft) by a WWR 4×6…

A: Given, WWR 4 x 6 D20 x D10 To find : Longitudinal and transverse area of steel

Q: calculate the class of section of a HSS152X152X6.4 made of CSA G40.21 350W steel

A: Given data- The section is HSS152X152X6.4 The material of the section is CSA G40.21 350W steel. To…

Concept explainers

Structural components of framed construction

It is a rigid and stable framework of structures that consists of structural members like slabs, beams, and columns that can resist the deformation due to the self-weight and high external loads and transfer the applied loads safely to the substructure and consecutively to the ground. It is made of different materials, such as reinforced concrete, steel, and wood. In ancient days, load-bearing structures were used to build houses and houses were built using load-bearing walls.

Question

### Steel Beam Selection for Load Support

#### Problem Statement:
Select an adequate A992 W Shape to support 380 kips and 1140 kips of dead load and live load, respectively. Consider the support conditions from the figure.

#### Diagram Explanation:
The figure provides a visual representation of the support conditions for the beam:

- **Left Side (Strong Axis):**
- The beam spans a distance of 35 feet.
- There are no intermediate supports along this span.

- **Right Side (Weak Axis):**
- The beam is supported at three points.
- The first support is located 10 feet from the left end.
- The second support is located 15 feet from the first support, or 25 feet from the left end.
- The final support is located 10 feet from the second support, or at the right end of the beam.

This diagram indicates that the beam is likely experiencing both bending and axial forces and must be designed accordingly. The strong axis and weak axis labels suggest the orientation of the beam in relation to its support conditions.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Structural components of framed construction

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

Q4/ Give reason PLLA and PDLA are more common used for load-bearing applications?
How much steel would be required (As) in order to make 'a' be the exact flange thickness of a T Beam with the following details: f'c = 3000 psi, fy = 40000 psi, hf = 5 inches, d = 20 inches, b = 48 inches, bw 12 inches, = 8 in^2 15.3 in^2 3.825 in^2 6.375 inches
If you use steel beams as braces for both frame design do you have to use the same thickness beams in both designs or can you save materials and use thinner braces in one of the designs
AW 18 x 97 column is shown below. The column is made up of ASTM A992 steel. It is braced on its weak axis at distances 2m and 4m measured from the bottom support. (a) Determine its critical slenderness ratio. (b) Is the column section compact or slender? Does this column section satisfy the conditions for Section 505.3 of 2015 NSCP Vol. 1 to be used? (c) Determine the design capacity of the column. Use ASD specifications. (d) Considering that LL/DL = 3.0, determine the maximum permissible total service load that should be applied to the column for it not to fail. 000 000 000 0009
How can we determine the shape factor for the member having the tubular cross-section?
Question 16 For the loaded beam shown What is the lightest A36 steel W-shape from Appendix B of the textbook that can support the load without exceeding 24 ksi? (Note: answer needs to be entered for example as "W14x30" no spaces) 20 kip 10 kip 10 kip 10 kipm 5 ft 20 ft
Using NSCP 2015 and Fy = 50ksi, determine the fcPn and Pn /2c for the column shown. W8X24 C10X15.3 KL = 12ft %3D
Determine the coordinates C (x, y) of the center of gravity of the composite shape indicated by the shaded area, relative to the point O.
Is truss stable
wL+ Smax 8EI
Kindly give me right solution with clear calculations
PRINCIPLES OF STEEL DESIGN