3. Two 10”-15.3 lb channels are welded together as shown in the figure. Find the moment of area of the upper channel about the horizontal centroidal axis xo of the entire section.

Q: 4 @ 4m 1om DETERMINE THE FORCE ACTING ON MEMBERS GI, AD AND GC C COOKIPS 4. s@zm = 15m

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Q: Design the beam shown 30KN W = 8m -1m→ use f'c 28MPA db = 25mmo %3D Gr60 ds = %3D Assume b = %3D 3.…

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Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: Solution: Given: LL = 25 kN DL = 50 kN U = 1.0 Plate dimensions: 10 x 100 mm Factored load: P = 1.2…

Q: The following structure has pin reactions are given.

A:

Q: Analyze completely and summarize results from joints to E 24 KN 1.2 m 0,6m D 1.5 m 12 K 0.3m B

A: To find reaction at all points of given frame

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…

Q: Permissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa ,…

A: To find : Design strength

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

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Q: ACTIVITY 2: Determine the (internal Di, external De and total D) static indeterminacy of the…

A: Given, Different type of 2D Beam structures

Q: From the figure below, determine member BD

A: Force in the vertical direction -  RA + RC = 0 Sum of the moment at the point C- ∑MC = 0⇒-RA×8 +…

Q: M Deter MINE THE MAX Dez of the Beam

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Q: SOLVE FOR JOINTS A TO E. ANALYZE IT COMPLETELY AND SUMMARIZE RESULTS

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Q: In the steel structure shown a 6 mm diameter pin is used at C and 10 mm diameter pin is used at B.…

A: Given:Diameter of pin at C is 6mmDiameter of pin at B is 10 mmRequired:Largest P applied

Q: draw sf and bending diagram

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Q: Determine the faces in members BD and DE GOKN A 120 KN 3m 120KN G 4m

A: Consider the section of the truss. Here, T is the tension and C is the compression.

Q: Hw: Find the slope and deflection in the section CA-A) anel the section CB-B) for the beam Shown.…

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Q: Problem 8.4 Distributed Loads The framing system shown in the figure is subjected to a 7.7 kN point…

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Q: ll thickness of 10mm and a force of 1500N.

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Q: For the fig. shown, compute the force on each member Of the truss. Indicate whether the member is in…

A:

Q: Determine the steel area required for the section shown: If Mu = 1500 KN. M 70

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Q: B 5 m 5 m 5 m 5 m, 5 m A 5 m 5 m E 30 kN 20 kN From the given truss, which member has an internal…

A: We will employ method of joint to every joint untill we find the member having compressive force of…

Q: Calculate the ultimate moment of the given triangular column cross-section section Mr=? Na=150 kN 90…

A: Structural steel is one of the materials which utilized for any thoughtful steel development, it is…

Q: 4. Six rivets are used in the connection shown in the figure. If both P = 50 kN, what is the minimum…

A: Load P = 50KN Allowable shear stress = 70MPa Bearing stress = 40MPa

Q: USE DOUBLE INTEGRATION METHOD TO GET THE MAXIMUM DELECTION OF THE BEAM

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Q: .Determine the cracking moments for the section shown if f = 4000psi. C 30"- 4" 17" 24" 1 #11 3" 6"

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Q: M(red bending) Sation Raaye D -o- 125 ongin -0. CE 622 BE -0-125 フュナロ125 -o.125+X3-0-37543 -2.1+ 6メ3…

A: Yes, the table is correct. If you have any other queries please feel free to ask.

Q: ACTIVITY 2: Determine the (internal Di, external De and total D) static indeterminacy of the…

A: The degree of indeterminacy can be evaluated from the difference of "number of unknown reactions"…

Q: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-020…

A: Determine the LFRD design strength and the ASD allowable for the WF section shown connected by 4-Ø20…

Q: 10.8m 8.1m D ALANISH 100KN 130kN 150KN 160kN 140KN H 120kN 8 panels @ 6m ea. = 48m Determine the…

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Q: What are the internal forces in the sections shown? 6 KN g ( g f c d 0.1 m 0.125 m -b <- CD- 6kN

A: Step 1: Step 2: Step 3: Step 4:

Q: ... mm from the Top Fibres of the Beam Cross-section? Location of Centroid or Neutral Axis is. 200…

A: The beam is rectangular and symmetrical. Hence, centroid will be at the center of both the…

Q: D 30 kN 70 kN 2 m 12 mm-thick gusset plate 10 -mm-thick 2 m angle 1.5 m-15 m- 15 m--15 m 8 mm-thick…

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Q: HiW@ Draw SitiD and BM.n for beam S hown by graphlal methds Ans/ yW/m Veny = 4 W, Vioy =-3 W hinge…

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Q: a. Compute the critical buckling stress (Fcr in MPa). b. Compute the nominal compressive strength of…

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

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Q: BOLTED CONNECTIONS For the figure shown, use P = 100 kN, L = 300mm, SI = 100 mm and S2 = 180 mm.…

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Q: Determine the (internal Di, external De and total D) static indeterminacy of the following…

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Q: Horizontal and Vertical of F •Force member BE, ED, and CD •Resultant support reaction at A -Include…

A: To find reaction at support

Q: By inspection, determine the zero-force members in each truss. Identify the zero-force member by…

A: As per our guidelines we are suppos d to answer first three subparts. Kindly repost other part as…

Q: Five plates with thickness t are bolted together by a bolt with diameter d. Which of the following…

A:

Q: A tension channel member C 9x15 * :has area of 3.94 in2 O 4.41 in2 5.87 in2 O

A: Given:- A tension member channel C 9×15 is given To determine:- The sectional area of the given…

Q: d aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 =…

A: Equilibrium :P1+P2=PP2=220,000-P1

Q: A short prismatic member is subjected to load P- 100 kips at comer shown by Red Dot as shown in…

A: Given: Load, P= 100 kips A1=3×12=36''y1=122=6''A2=3×12=36''y2=122=6''A3=9×3=27''y3=32=1.5''

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: LL = 25 kNDL = 50 kNU = 1.0Plate dimensions: 10 x 100 mmFactored load:P = 1.2 DL + 1.6 LL = (1.2x50)…

Q: The lower ends of the three bars shown are at the same level before the uniform rigid block weighing…

A: Displacement in Steel and Bronze will be same.

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.