Verify the adequacy of column AB, Part of a sway frame structure, to carry the loads shown in the figure. the column is made of ASTM A36 steel (fy=250MPa). use asd specifications. For determining its effective length factor neglect inelastic effect.

Verify the adequacy of column AB, Part of a sway frame structure, to carry the loads shown in the figure. the column is made of ASTM A36 steel (fy=250MPa). use asd specifications. For determining its effective length factor neglect inelastic effect.

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: Select an A992 W-shape for beam AB of the floor system shown in Figure. In addition to the weight of…

A: Solution; Given that; Beam spacing=5ft, Span Length=30 ft, L.L=80psf, Partial Load=20psf

Q: The beam shown in the figure is a two-span beam with a pin (hinge) in the center of the left span,…

A: We need to find the maximum Moment on the beam and compare it with the W 12 x 79 beam Moment…

Q: Q: Verify that the steel seetion W12 x 106 can be used for the cantilever beam shown in the Figure.…

A: The deflection in the beam is a horizontal member of the building or structure which goes under…

Q: Problem 3 of 3 A 15 ft long W8x40 wide flange column of A36 steel is fixed at the base and free at…

Q: Compute the compressive strength of a WT12 x81 of A992 steel. The effective length with respect to…

A: Find, compute the flexural buckling strength for the x-axis (the axis of no symmetry):…

Q: A simply supported beam with a span length of 48 feet is laterally supported at its ends and is…

A: Span of simply supported beam = 45 ftDead load = 400 lb/ftLive load = 1000 lb/ftSection of the beam…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P 5.8 ft, and…

Q: A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak direction at…

A: Given data:Section properties-

Q: Determine the available compressive strength (p.P) of a composite column with the length of 25 t.…

A: Available compressive strength of the column= PN= Ac(0.85 fc')+Asfy fc'=5000 psi Ac=…

Q: Find the critical load of the column F-G: perform the stability analysis for column F - G in figure…

Q: All columns and girders are A992 steel.

A: Given: The columns are oriented in the frame such that the x axis is out of plane and y axis is in…

Q: The beam shown in Figure 2 is a W18×40 of A992 steel and has continuous lateral support. Th two…

A: (a) LRFD Wu = Factored dead load on beam = 1.2*service dead load service dead load = self weight of…

Q: se Allowable Strength Design. Use A992 steel and select a W-shape for the following beam: •…

A: Given- Service dead load = 0.4 kips/ftService live load = 1.2 kips/ftdead load=10kiplive load=12…

Q: Determine whether the compression member shown in Figure is adequate to support the given service…

A: Given, D=110 kips L=280 kips

Q: The section shown below is made of 50 ksi A992 steel. The x-axis is lateral and the y-axis is…

A: Given: The yield stress of the steel is 50 ksi. Consider the figure,

Q: The section shown below is made of 50 ksi A992 steel. The x-axis is lateral and the y-axis is…

A: Given: The yield stress of the steel is 50 ksi. Consider the figure,

Q: Column Design: Given: a solid circular column carrying a compressive load of 8500 lb with pinned…

A: Given, SAE 4140 OQT 1000 steel

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 18 kips, w…

Q: The steel beam AB has a uniformly distributed load (UDL) w1 = 6 kN/m acting along its full length L1…

A: Answer To calculate the deflection at midspan of a given simply supported beam we have f =…

Q: ed at the two vertical supports only. a) What is the allowable bending stress in the beam in MPa? b)…

A: Given:- W18X 97 steel beam A-36 steel (Fy = 250 MPa). A. If the beam is laterally su A=18387 mm2…

Q: Use A572 Grade 50 steel and compute the nominal strength of the column shown in Figure . The member…

A: Solution: AISC E4b must be used because this shape is nonslender and is neither a double angle…

Q: art 1 The simply supported beam below is initially designed to undertake a concentrated factored…

A: According to given data

Q: Refer to the beam loading diagram shown If the beam is made from A992 and is continuously braced,…

Q: The beam shown in the figure has continuous lateral support of both flanges. The uniform load is a…

Q: The A992 structural steel bar and a 2014-T6 aluminium bar shown below are secured to rigid supports…

A: Given :

Q: Select an A992 W shape for beam AB of the floor system shown in Figure. In addition to the weight…

A: Consider the given floor slab. The dead load on the beam comprises the slab weight and beam weight.…

Q: The beam shown in Figure is a W36 x182. It is laterally supported at A and B. The 300 kip load is a…

A: Procedure to find the Cb: 1) First find the maximum moment of the beam 2) Find the moment acting at…

Q: -L/2- -L/2- B WO Identify the equation of the elastic curve for the cantilever beam AB.

A: A cantilever beam is given of span L and free at left end and fixed at right end.To determine the…

Q: Problem: A W14 x 74 beoam-column member in a braced frame must support the service loads shown in…

A: For A992 steel Fy = 345 MPa 1 MPa = 1 N/mm2

Q: The beam will be constructed from a standard steel W-shape using an allowable bending stress of 30…

A: section depth width web thickness flange thichness sectional area wt/ft Ix Iy sectional modulus…

Q: Design the beam shown below according to the ACI 318 requirements. The beam is to have a uniform…

Q: The beam shown in the figure is a two-span beam with a pin (hinge) in the center of the left span,…

A: We need to find the maximum Moment on the beam and compare it with the W 12 x 79 beam Moment…

Q: A W10x 54 of A992 steel is used as a column. It is subjected to a service dead load of 100 kips and…

A: Solution Given Data Service dead load= 100 kips Service live load= 200 kips

Q: 3.3. Determine the maximum service live load that the column can support if the live load is twice…

A: Section C8×18.75 Calculate the moment of inertia about y-axis…

Q: A steel column is loaded with a centric normal force. The pillar is articulated in the foot and top…

A: Safety will be assessed by EUROCODE Le = Effective length = L = 6.5 m ...(As per statement given…

Q: The beam shown in Figure has lateral support only at the ends. The uniform load is a superimposed…

Q: A 210 kN axial compressive load is applied to a W530x101-steel column with the length of 3.20 m and…

A: The total stress acting on the column=Direct stress+ Bending stress The direct stress is given by;…

Q: PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral…

Q: 1) Column AB is made of solid 410, cold worked Steel with the following specification Sy=85 KSI,…

A: For checking the type of failure, it is necessary to determine the type of column whether short or…

Q: QUESTION 5 Column Design: Given: a solid circular column carrying a compressive load of 8500 lb with…

A: SAE 4140 OQT 1000 steel

Q: The W21x 201 columns on the ground floor of the 5-story shopping mall project are fabricated by…

A: For A36 steel fy = 250MPa For W21 x 201, (Iy)w = 226.7x106 mm4 ; Aw(area of w-section) = 38230 mm2…

Q: AW14 x 53 of Grade 70 steel is used as a compression member. It is 30 feet long, pinned at the top…

Q: For the column shown below, create an interaction diagram on Excel for bending about the strong axis…

Q: 4.3-4 Determine the available strength of the compression member shown in Figure P4.3-4. in each of…

Q: KOBLE The lap joint in the figure is made using a 30 mm diameter bolt. The Duter plates are 5 mm…

A: Given Data:-⇒d=30mm (S355 steel)⇒top=5mm (2014-T6 aluminium)⇒tip=10mm (6061-T6 aluminium)⇒FOS=…

Question

• Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the figure. The
column is made of ASTM A36 steel (Fy-250 MPa). Use ASD specifications. For determining its effective length
factor, neglect inelastic effect
W21x52
W21x62
L-5 m
L-5 m
Flanges of Columns
and web of girders are in the
plane of the frame
NOTE: Take note of the
moment of inertia to be used
(y) for columns
W18X50
L-5 m
P(DL) = 40 KN
P(LL) - 125 AN
W21362
L-42 m
NY
B
P(DL) = 100 KN
PELL)- 300 KN
W21362
W18xX50
L-5 m

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 1 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

Determine the Euler Buckling axial compressive load of W 12 x 72 section having a length of L =59 ft and fixed ends, P e = ____ kips. Assume that the column is made of A441 steel with E = 29 x 10 3 ksi, and assume that the normal stress generated by P is still within the elastic range of the material. Reminder: use the minimum moment of inertial of the cross section. Please calculate your answer to 1 decimal place.
A W18x60 is used as a beam with an unbraced length of 25 feet. Using Fy = 50 ksi and Cb =1.0, compute the nominal flexural strength. Use the AISC equations in Chapter F of the Specs tomanually solve. Then use the applicable design aids to verify your result. Please also check forcompactness. Also, as part of your solution, solve for Lp and Lr
An A36 W14X605 simply supported steel beam with span “L” carries a concentrated service liveload “PLL” at midspan. The beam is laterally supported at supports and its midspan. Consider its beam selfweight to be its service deadload, “w” (use ASEP steel manual for selfweight, w and other section properties). a. Check for compactness of the given section? b. In checking section's compactness, calculate the upper limit for compact flange category? c. In checking section's compactness, calculate the upper limit for non-compact web category?
Question #5. Calculate the allowable axial compressive load for a stainless-steel pipe column having an unbraced length of 20 feet. The ends are pin-connected. Use A-11.9 inch, r-3.67 inch and Fy- 40 ksi. Use the appropriate Modulus of Elasticity (E) per material used. All the calculations are needed in submittal. O 212 kip O 202 kip O 196 kip 224 Wip
3G KOREK docs.google.com/forms Q2: The extension spring shown in the figure has full-twisted loop ends. The material is AISI 1040Q&T 400F0 wire. The spring has 82 coils and is close-wound with a preload of 18 Ibf. (a) Find the closed length of the spring.(b) Find the torsional stress in the spring corresponding to the preload.(c) Estimate the spring rate. (d) What load would cause permanent deformation?(e) What is the spring deflection corresponding to the load found in part d? 0.162 in - in R 글-in R. Option 1
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
AW14 x 43 column in a braced frame has a yield stress of 50 ksi and a height of 10 ft. The column is pinned at the top and bottom and has no intermediate bracing. Determine the available strength of the column considering the critical stress for flexural buckling. From AISC Manual Table 1-1, the properties of a W14 x 43 are: A = 12.6 in^2 tw = 0.305 in bf/2tf = 7.54 h/tw = 37.4 rx = 5.82 in ry = 1.89 in Ix = 428 in4 ly = 45.2 in4 G= 11,200 ksi J = 1.05 in^4 Cw=1950 in^6 What is the nominal axial strength considering flexural buckling stress of the column section (in kips). O 310 O 468 O 447 O 375 O 420 O 436 O 517 O 280
2. Determine the lightest W-shape for a column 30' tall in a braced frame. The column is braced at mid-height in the weak direction. The loads are 100k dead load and 200k live load. The bottom of the column is pinned and the top of the column is constrained in rotation.* Use A572 Grade 60 steel. *Not tronslation.
Problem 1.A compression member is 30 feet long. It is made up of ASTM A500 Grade B (Fy= 46 ksi and Fu = 58 ksi) rectangular HSS 12x8x3/16. Assume k-value equals to 1.0 and Q= 1.0 . If the member carries an axial load composed of 26 kips dead load and 77 kips live load, is the member adequate? Use E=29000 ksi. a. Solve for the gross area.b. Compute for the design strength against squash load.c. Solve for the moment of inertia and radius of gyration for both axes. (X-X and Y-Y)d. Compute for the design strength against global buckling.e. Solve for kL/rfor both axes.(X-X and Y-Y)f. Solve for Fcr.g. Solve for design strength against local buckling.Check first if Local Buckling is applicable.h. Compute for the ultimate load to be carried by the member. Use LRFDLoad Combination.i. Does this member have enough strength? Why or why not?
The beam-column shown is part of a frame not allowed to sway. The ultimate loadings on both x and y axis are shown. Use F, = 50 ksi and LRFD specs to check if W14x90 is adequate. 400k 400k 2K/ Sok-f 20 Sok-A 40ok A ook
Please show clear and detailed solution thank you! Problem: A column shown is 15-feet long and consists of W14x90 with two plates welded to form a box section. Given: The thickness of the plate = 0.5 in. 1.) Compute the effective slenderness ratio along the x-axis or strong axis. 2.) Compute the effective slenderness ratio along the y-axis or weak axis. 3.) Compute the Euler Load . 4.) Compute the design strength