350 mm 600 6-28mm 25 O O O 30

Q: How many zero-force member on the structure as shown below. a.) F F F b.) 1 kip 0.5 kip 3 kips 2…

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Q: 7.5 ft A P B D F H C E G I P P 6 panels @ 6 ft = 36 ft- K L P

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Q: A beam is loaded and supported as shown, where w1 600 Ib/n, w2 388 ft, a-3.7 ft, b 4.6 th, und e-…

A: F1 is the value of triangular load in region x = (0 to a)  So,  F1 = area of triangular loading

Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 15 ເຄດາ -…

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Q: 4m + 6m EA 1 77777 D 4 rigid 5m 3 kN/m Figure-3 7m 4444 2EA B₁ 1 1 1 I The rigid beam AB in Figure 3…

A: To find the stress in bar 1 and 2

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

A: The given figure is shown below:

Q: B D 3 600 lb

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Q: Q2: The reinforced concrete Isolated T-Beam shown in Figure 2, carried uniform distribution live…

A: wLL = 35 KN/mwDL = 30 KN/mfc' = 28 MPafy = 420 MPa

Q: 1-6. Consider the loads of Fig. P1-6 to be axially applied at sections A, B, C, and D to the steel…

A: Given:  Cross sectional area of steel bar = 3 sq. in Solution:  (Please refer images below for…

Q: From the given figure below, determine the minimum height of the beam if the flexural stress is not…

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Q: From the given figure below, determine the maximum flexural stress of the beam if it has a cross…

A: Determine the maximum flexural stress of the beam?

Q: H 0000 B D 4 m 4 m 4 m

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Q: identify the zero force member// statics

A: The given structure is:-

Q: The cantilever beam (of type W8 × 15) made of A36 steel alloy has a depth d =8.11 in, as shown…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: 1. The beam AB is fixed to the wall and has a uniform weight of 80 lb ft. If the trolley supports a…

A: Hi! Thank you for the question As per the honor code we are allowed to answer only one question at a…

Q: res plate if the allowa and the plates is

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Q: The cantilevered W530 x 150 beam shown is subjected to a 8.5-kN force F applied by means of a welded…

A: F=8.5kN To find equivalent couple force system at point O

Q: Example 2 of Method of Sections: Determine the force in member EB of the FBD of the roof truss shown…

A: To find force in member BE

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

A:

Q: 6.) A 30 m steel ta pe supported at iis ends weighs 0-03 kg/m and is of st and ard length under a…

A: Given: Nominal Length of steel tape=30 m Supported at ends Weight of tape, w= 0.03 kg/m Standard…

Q: A. Determine the depth of the compressiin block.(mm) B.Determine the nominal moment strength (kN-m)

A: Determine the depth of the compressiin block.(mm) B.Determine the nominal moment strength (kN-m)

Q: SOLID STEEL SHAT 5m LONG IS STRESSED АT 80 МPа WHEN TWISTED THROUGH 4°. USING G = CAN BE TRANSMITTED…

A: Shear stress, twisted angle and it has been asked to determine diameter and power. Please refer step…

Q: The spreader beam AB is used to slowly lift the 3000-lb pipe that is centrally located on the straps…

A: The properties of the W12 x 45 section are as follows: The area is A = 13.2 in2. The depth is d =…

Q: Q-A hollow shaft of external and internal diameters as 100 mm and 40 mm respectively is transmitting…

A: Given Internal diameter Di = 40 mm Outer Diameter Do =100 mm Number of revolution per minute N = 120…

Q: Q2: Compute the value of ultimate load (Pu) in term of Nominal moment Mn, Steel Section is W18x76…

A: solution     Since Ds of the structure is 4-2=2so minimum hinges required for…

Q: For the given properties of beam below. Compute the flexural capacity of the bea b = 380mm d = 430mm…

A: Based on given data:

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: A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length…

A: Yield Strength :Yield strength of an element is a maximum stress an element or component can bear…

Q: igure A. 4 m B C * 2m- 2m ap 2m D 500 N 700 N 2 of 2 > ▼ Part B Identify the zero-force members in…

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Q: Refer to the Column Interaction Given: F’c = 27.5 Mpa Fy = 414 Column diameter 400mm Main bar…

A: Step 1: Refer to the interaction Diagram so you can find the pg. and use the formula for the Area…

Q: 8kN 2m 3kN 4m | C LC A 0.15m Ti H 0.05m Section C-C 0.05m 0.20m

A: The given beam is subjected to points loads as shown in figure. The maximum bending stresses can be…

Q: Analyze the beam shown below if the loads are as follows: P 168 kN w 28 kN/m M 152 KN.m a. Which of…

A: Given P=168 kN  w=28 kN/m  M=152 kN-m Consider the free body diagram ;

Q: determine the zero force members explain please

A: Conditions for zero force members: If at a joint only two members meet and there is no external…

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

A:

Q: Q2: The reinforced concrete Isolated T-Beam shown in Figure 2, carried uniform distribution live…

A: for analysis of the T beam the effective width of the flange consider. Bf=l06+bw+6dfor Bf…

Q: 4-43 The center post B of the assembly has an original length of 124.7 mm, whereas posts A and C…

A: The normal stress at A(&C) and B is 189.315 MPa and 21.3675 MPa, respectively.Explanation:From…

Q: 31, a = 5, b = 4, and c = What is the location of zero shear from A in meters? Given: w = 2. w kN/m…

A:

Q: A vertical cylindrical, wooden-stave barrel is 3.5 ft in diameter and 5 ft high, and is open at the…

A: Given Dimeter of wooden stave barrel = 3.5 ft Height of wooden stave barrel = 5 ft Specific gravity…

Q: The absolute maximum shear for the girder below will be at point A в F 5 @ 4 m = 20 m O NON OF THEM…

A: Given data Beam End conditions  Span length

Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. A 0.5 in…

A: Determine the maximum tensile and compressive stress in the section BC.