RFI 33. For the W10x88 column with bracing and end conditions shown in Figure P5.33, determine the theoretical effective length for each axis and identify the axis that will limit the column strength.

RFI 33. For the W10x88 column with bracing and end conditions shown in Figure P5.33, determine the theoretical effective length for each axis and identify the axis that will limit the column strength.

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: A WT12 section is to be chosen to resist a service dead load of 200 kip and live load of 300 kips in…

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

Q: The beam AEFGB is subjected to the distributed loads, moments and point loads shown. Determine:…

Q: The span length of the T-beams shown in the following figure is 28 ft. 38" 8#10 fe= 3 ksi f, = 75…

A: The given data is: Span of length, L=28 ft =28*12…

Q: Please show the equations step by step to get the result The beam AEFGB is subjected to the…

Q: V 6-3 A beam with an overhang is supported and loaded as shown in the figure. The beam is made of a…

A: Beam: Channel section: No. 14 b steel channel To find: The maximum tensile and compressive stress…

Q: Determine the effective length factor for column MN of the unbraced frame shown. The loads applied…

A: Column section MN = W12x96 Beam section = W18x46 Column length, L = 13 ft Beam length = 30 ft Dead…

Q: Q3 The cantilevered bar in the Fig 3 is made from a cast iron material and is statically loaded with…

A: Perhaps the main part of building a house is structural engineering and design. Structural…

Q: 2 m A G B 1m F 2 m C E 1 m. P3 D P2

A: Identify zero force member in givin truss

Q: 1. Determine the buckling strength of column C1 shown below and check the inelastic column buckling…

A: Given data: Steel A572 grade 345 material Fy=50 ksi Section for column C1, W460x177 Ag=22600 mm2…

Q: Draw the FDBS of member ADB and BEC 1m 1m B Oc E 1 m D 1.6 m A

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: moment diagram). 2.5 lb/ft 0.617 in. 2- C 2.269 in. 6.0 ft-

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: "D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa,…

Q: HOMEWORK-1 - 3m· For the truss shown in the figure; a) Calculate the bar forces for F=4000 kg.

A: a.given that, F=4000kg 1-2=4m 1-3=3m 2-3=42+32=5m so, we have to calculate the bar force.

Q: PROBLEM 8 USING THE METHOD OF JOINTS, DETERMINE THE FORCE IN EACH MEMBER OF 4 ft 3000 Ib 1000 Ib THE…

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: by 늘 wo B 늘 C X

A: Given Data:Length L=6.3md=300mmbf=215mmtf=14mmtw=10mmIt is required calculate the largest intensity…

Q: The three suspender bars are made of A992 steel and have equal cross-sectional areas of 450mm².…

A: 3 suspended bars are given, of equal cross-sectional area as shown in the figure above and it has…

Q: 8.5 The threshold below calculates the dimensions and areas of the longitudinal steel for the…

A: width, b= 250 mmfy = 420 MPafc = 30 MPaDead Load, DL = 20 kN/mLive Load, LL = 25 kN/mContinuous…

Q: A built up column section is composed of 2 C 310 x 45 and 2 plates b x 12 mm as shown in Figure ST –…

A: Properties of the given section are, Ixx=67.30×106 mm4Iyy= 2.12×106 mm4tf=12.7 mmx=17 mmbf=80…

Q: A simply supported beam with span of 8m is subjected to a counter clockwise moment at the left…

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: What is the uplift pressure head at point P of the weir (junction of floor and pile downstream as…

A: Given data- Uplift pressure heads at Q, R & S- 3.14 m, 2.75 m & 0 m. Rest data are shown in…

Q: predict the maximum stress and deflection in the simply-supported aluminum beam shown below, with h…

A: Given, h = 1 in, b = 10 in, L = 4 ft = 48 in P = 5 psi. Moment of inertia (I)I = bd312I = 10×1312I…

Q: A L1 B P1 L1 The steel beam ABC has a central point load P1 = 40 kN acting at a distance L1 = 2.8…

A: Given S355 Grade Universal beam is used.

Q: F1-17. The strut is glued to the horizontal member at surface AB. If the strut has a thickness of 25…

Q: Wo Q3. Prove that the stress of beam under bending moment is My I /2 /2

A: Consider a beam of length "l", bent in the form of a circular arc as shown in the figure. Consider…

Q: Q-11: A mild steel T section has the following cross-sectional dimensions: Total depth = 200 mm…

A: To find the plastic moment capacity of the section and shape factor of the T section given Thickness…

Q: 4.5) The live load deflection d, is A) 1.331 in B) 1.112 in C) 0.620 in D) 0.434 in

Q: 4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

Q: A WT205 × 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

A: To Find a. Slenderness ratio b. Euler buckling load c. Axial stress in column Given data WT205×30…

Q: For a W 12 x 65 column, 20 ft long, and pinned at both ends, (ASTM A572 steel, E=29000ksi,…

Q: A compression member is built up from a W14x90 and a W10x49, both of A992 steel. a. Compute rx and…

A: We need to first obtain the Moment of inertia about X and Y axis We can determine the moment of…

Q: Which of the following members shown in the figure is a 2-force member? a. AD b. CB c. AB d. EF

A: Explanation : For a given framed structure, the members DC and EF have no loadings or reaction…

Q: A W250X28 structural steel A992 section (see appendix B for cross- sectional properties) is used for…

A: Given:- A W250×28 structural steel A992 section is used for a column The length of the column = 6.5…

Q: I cross-section is simply supported on a span of 4m. Find the safe uniformly distributed load the…

A: Draw the schematic diagram

Q: .3 m Pa = 1100 kN Ma = 325 kN - m W12 X 106 K₂ = K₂ = 1.0 Ma = 325 kN - m Pa = 1100 kN W12 x 106 w =…

A: From given data: Cm = 1 B1 = 1.04 Below was the explanation.

Q: Verify the adequacy of column AB, part of a sway frame structure, to carry the loads shown in the…

A: fy = 250MPa

Q: 4.3) The design moment strength M, is A) 880 ft-kips B) 887 ft-kips C) 1038 ft-kips D) 934 ft-kips…

Q: 25. Design stress is less than the ultimate strength. Truo

A: (25)Design stress is the maximum allowable stress that a material can withstand under normal…

Q: he design moment capacity of the beam with given propertie

Q: An RC column, built with M25 grade concrete, of square cross-section (500 x 500 mm²) is subjected to…

A: Given Data M25 grade concrete Column size = 500 mm × 500 mm Factored load (Pu) = 937.5 KN Used…

Q: The beam cross-section shown is design to resist a nominal moment Mn of 320 kNm, if f = 35 MPa and…

A: Given : Mn = 320 kN f'c = 35 MPa and fy = 420 MPa This is a problem of R.C.C where we have to…

Q: SAMPLE PROBLEM 2: VSE LRFD W21 x 62 steel is used as a beam simply supported over a span of 8m. The…

Concept explainers

Steel Framing

A steel frame consists of a skeleton frame structure comprising of horizontal I-beams and vertical steel columns fitted in a rectangular grid building construction to brace the floors, walls, and the roof of the building held onto the frame. Due to the implementation of this methodology, the construction of the skyscrapers was feasible.

Question

33. For the W10x88 column with bracing and end
conditions shown in Figure P5.33, determine the
theoretical effective length for each axis and identify the
axis that will limit the column strength.
P5.33
TI
H
8 ft
14 ft
8 ft
I
10 ft
10 ft
10 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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 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

please solve part 4.1
For the given reinforced T-section shown in Figure 2 with fc’= 30 MPa, fy = 400 MPa, calculate the moment resistance (Mr).
W 14 x 142 is used as a column having a length of 9 m. long. It is hinged at the r end and fixed at the lower end but there is a lateral bracing perpendicular to minor axis of the W section at a point 6 m. above the bottom support. It is assumed to be pinned connected at the bracing point. Using A 36 steel Fy 248 MPa the NSCP Specifications. E= 200000 MPa. Properties of W 14 x 142 A-26967.69 mm2 d=374.65 mm bf=393.70 mm tf-27.00 mm tw 17.27 mm Ix 695.11 x 106 mm4 Iy = 274.71 x 106 mm4 rx = 160.53 mm ry 100.84 mm 221 Assume: Kx=0.80 for 9 m. length KY 1.9 for the length on the upper support KY-0.80 for the length on the bottom support CIVIL ENGINEERING- STEEL DENON a) Compute the slenderness ratio along y-axis. b) Compute the slenderness ratio along x-axis. c) Compute the safe axial load
3-3 A rectangular section with width b=200mm and depth h=450mm is reinforced with 4 16 of HRB400, The design bending moment is M=100KN •m. Is the section safe or not? F00
TASK 3 250 180 14 I 30 24 Weld 450 A compound girder consists of a steel joist with steel plates welded onto each flange as shown. If the ends are simply supported and the effective span is 10 m, what is the maximum UDL which can be supported by the girder? [kN/m] Allowable longitudinal stress in plates = 110 MN/m² Allowable load in shear for each weld = 60 kN/m Allowable shearing stress in web of girder = 75 MN/m² Note: 1.0 MN/m² = 1.0 N/mm² 50
Determine the design moment capacity of the beam with given properties below. bf = 650mm bw = 350mm tf = 120mm d = 370mm d' = 100mm fc' = 34.5 MPa fy = 400 MPa As = 8 - 28mm bars USE NSCP 2015, Mu = kN-m
4
FE Problem 13, Series of Concentrated Loads: For questions 13A and 13B, the influence line of an axial force Z of a certain truss is shown below, where distance x is in meters. 13A. Determine the maximum value of the axial force Z due to the given series of concentrated loads that moves from right to the left. Round off the answer in KN, to 3 decimal places. Do not express it in scientific notation. For examples, the answer must be written as: 12.345 or 67.890 or 1.020 * 20KN 30KN 40KN 10KN 9/16 6/16 2m 2m 3/16 6 12 Influence Line with Series of Concentrated Loads for Questions 13A and 13B Your answer 3.
answer should be on the choices
Please Determine the axial load strength and moment (without and with reduction factor) a square columns for the following conditions and draw their interaction diagrams (note the scale): When conditions are in balance During the tensile condition When the pressure condition Pure axial Pure moment
Pls I need answer asap, I will like it.
please help