UBJECT: Design of Steel Structure (1) Design of a I-section axial compression column  Design a I-section axial compression column. The steel grade is Q235B. The standard value of permanent load NGK=500kN, while the standard value of live load NQK=800kN. The upper and lower ends of the column are hinged. The column height is L=5.00m, and there is no lateral support in the center of the height. The flange plate is flame cutting edge.

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

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Q: The beam cross-section shown below has 90 kip-ft of bending moment applies to it. calculate the…

A: Maximum bending moment (M) = 90 kip-ft Determine the maximum compressive bending stress about…

Q: Pkips P/2 kips 10 ft 10 ft to 10 ft 10 ft El = constant Figure 5

A: MFAB=-wl8=-(38)(20)8=-90kipMFBA=+wl8=+90kipMFBC=-wl8=-18(20)8=-45 kipMFCB=+45  kip Restraining…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

A: Allowable tension flexural stress = 35 MPa  Allowable compression flexural stress = 150 MPa

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

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Q: Determine the critical load for its stability if: a) It is pin-supported;  b) The bottom is fixed…

A: (a) It is required to determine the critical load when it is supported. Pcr=π2EIminKL2 Here E is the…

Q: Part B Determine the force in member CJ and state if this member is in tension or compression.…

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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 beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…

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Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

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Q: A column 3 m long and pinned at both ends is carries an axial load of 190 kN. The column is made up…

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Q: A concrete circular column with a radius of 350mm has f'c-25 MPa and is braced against sidesway. The…

A: Critical load  The critical load is the maximum load that may be applied without causing lateral…

Q: A steel column carries an axial load of 801 kN and a moment of 71 kN-m at the top and moment at the…

A: A steel column carries an axial load of 801 kN and a moment of 71 kN-m at the top and moment at the…

Q: A crate is supported by three cables as shown. Determine the weight of the crate knowing that the…

A: Sketch the Free Body Diagram of the crate supported by three cables.

Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

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Q: The column shown in Figure is subjected to a service dead load of 140 kips and a service live load…

A: Given : Dead Load = 140 kips Live load   = 420 kips Length of column Lcx=20 ft…

Q: g flange side. The two sides of column are . And there is a supporting point at the e of column in…

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Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

A: Given  A beam Required  Maximum value of P

Q: essive stress in trut AB caused by a landing reaction R 30 kN. Strut AB is inclined at 30 degrees…

A: To find the compressive stress -

Q: A W 18 x 119 is used as a compression member with one end fixed and the other end fixed against…

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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

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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: Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular…

A: Solution; Given that; Live load=10 KN/m2Dead load =5 KN/m2fck=26MPafy=400 MPa

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

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Q: 4. The beam shown in figure below (W 410 x 46.1) has continuous lateral support of both flanges. The…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

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Q: ad moments, and bend ad. K=K,= 1.0. Use LRF

A: (a) Calculate the factored axial compressive load. Here,  is the dead load,  is the live load.…

Q: Determine the maximum tension and compression stress for the aluminum double stem T section shown…

A: The beam is carrying positive moment hence only compressive stress will be generated in the…

Q: A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity…

A: Given:- L=6.5ft  σallow =18 ksi τallow = 7.5 ksi To find:-  the maximum permissible load q based…

Q: 3. Design a column of wide flange section W for the member (DE) of the frame shown below The frame…

A: Given data: Axial load on the column, P=2500 kN Effective length factor, Ky=1.0 and Kx=2 The column…

Q: For the flat plate shown in the figure below (edge beam are not used), design the hatched frame…

A: According to the question we have to design the middle and column strips of the hatched slab in N-S…

Q: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Given- Axial strength of column AB=?

Q: a. Which of the sections gives the largest allowable compressive strength? b. Which of the sections…

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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: The rigid frame shown is unbraced. The members are oriented so that bending is about the strong…

A: Answer We need to first find G factors at Joint A and joint B in order to calculate 'Kx' GA = 1…

Q: A column is made of two Channel sections as shown. They are latticed together by light diagonal…

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Q: The loads on a beam section are shown in the figure below. Determine whether the beam is adequate to…

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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…

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Q: 3) The simply supported beam with the cross-section as shown supports a total uniformly distributed…

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.