Select required uniform stirrup spacing for the beam shown? PL=100 kN 350 mm Wo35 kN/m 8#29 3.0 m 3.0 m f'c 20 MPa, fy= 420 MPa, Use bar #10 A) 540 mm B) 350 mm C) 250 mm D) 300 mm 600 mm 670 mm

Q: (a) the beam deflection va at point A (b) the beam deflection vc at point C

A: ###Calculation of Beam deflection at A and C using Double integration method #####

Q: Q3// Find spacing required for stirrups Ø8mm at zone A and zone B for the beam shown with the…

A: ϕ = 8mm = 0.315inch

Q: Q2/ For the 5.0m simply supported beam having fc=20MPA and fy 420MPA, calculate the deflection due…

A: Given, width of the given beam= b= 600 mm Service dead load on beam (excluding own weight) =15×5=75…

Q: For the W18 X 55 beam, made of A992 structural steel, what is the slope at C and the deflection at…

A:

Q: + Find the Plastic and Section Modulus of a A W14 x 34 with cover plate on each flange. The plate is…

A: Given: Section W14 x 34:

Q: Design the spacing of 10mm u stirrups for the beam shown in the figure. If fc'=20.7Mpa and…

A: Given data  The diameter of the bar is 10mm fc=20.7 MPafy=275 MPa The beam width (b) is 350 mm The…

Q: Please solve the ff and write legibly SN = 38 Determine the adequacy of the W8x58 subject to the…

A: The slenderness ratio, or simply slenderness, is a shape factor in architecture, defined as the…

Q: Determine the Vertical Deflection at the hinge E- 29x103 ksi = 80 in 4 5 k internal hinge 1.2I 3'

A:

Q: Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by…

A: Given: Rivet, d = 16 mm plate thickness, t = 9 mm

Q: Check the adequacy of column AB for applied live load. Fy= 350M

A: fy = 350 MPaCompression member:W 360 x 51A = 6450 mm2 rx = 148 mmry = 38.8 mmd = 355 mmb = 171 mmt =…

Q: RD RA R. = 40 KN VD1² VD2 = M B1 82 2 m Mg2 MB1 hinge t-4m. Vpz KN KN 2 kN/m KN KN KN KN kNm kNm kNm…

A:

Q: An element in pure shear is subjected to stresses Txy =-14 MPa , as shown in the figure. 14 MPа…

A: Principal Stresses

Q: 1. S (7æ³ + 4x²) dæ (e* –1) dx (e7 +1) 2.

A: Given data- 1. ∫(7x3+4x2)dx2.∫(ex-1)(ex+1)dx

Q: 4 4a 4b 4c The designed axially loaded column is W 4 x 13 with the following data: kg/m |d=105.66 mm…

A: For W 4x13  ry = 25.4 mm  Ag = 2471 mm2

Q: Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa nd fy=400 MPa N10 kN/m…

A:

Q: SITUATION E. Given the connection below bolted with M16, solve for the block shear strength of the…

A: Answer We know that Nominal block shear strength  is given by Rn = (0.6*fu*Anv+Ubs *fu*Ant) ≤…

Q: Using hrtigractian, detmine ke ceuhold f he

A: We will solve this using integration in solid mechanics.

Q: Student's 75, 75, 75 Pu Pu OR PA OR PA Pu -8mm - 10mm Pu OR 75 SŁ 008 007

A:

Q: L- w 22 N/m L= 15 m

A:

Q: Determine the values of S and Z and shape factor about horizontal x-axis. 14-in 2.5-in 2.5-in 1/2…

A: y = A1y + Ay2 +Ay3 A1 + A2 + A3⇒y = .5×6×3 + 16×.5×6.25 + .5×6×3.5×6 + 16×.5 + .5×6⇒y = 4.8571 in…

Q: 12-87. The W12 X 45 simply supported beam is made of A-36 steel and is subjected to the loading…

A: Given:Beam is made of W12X45, and A-36 steel To determine:Deflection at C

Q: GIVEN: Cantilever beam and its reactions REQ'D: A) Draw V and M diagrams using relationships and…

A: Solutions; Given that;

Q: 24 kN 3m -3m B 3 kN/m 4 m REDMI NOTE 9 PRO AI QUAD CAMERA

A: The following figure shows the Free Body Diagram of the frame.

Q: compute the safe factored uniformly distributed deadload that will be added to the weight of the…

A: Span = 6mudl (LL) = 20 kN/mb = 280mmd = 415 mmfc' = 25 N/mm2fy = 420 N/mm2As = 6 bars of 20mm To…

Q: [1] Solve for the GS of (D4-5D³+9D²-7D+2)y=0

A: Given  DE is  (D4--5D3+9D2-7D+2)y=0    ______(1)Let y= emx be trial solution fr eqation (1)

Q: compute the safe factored uniformly distributed deadload th will be added to the weight of the beam.…

A: Span L =6 mUniformly distributed live load = 20 KN/mWidth of beam b =280 mmEffective depth of beam d…

Q: Q2/ A100 X100 X8 mm angle is welded to a gusset plate,find L1 and L2.

A: Given:- force=200kN To find:- L1 L2

Q: What is the maximum deflection of this beam? W (P-WL2)/2 El L3 (8P-3WL)/(24 El) (8P-3WL)/(12 EI) L3…

A:

Q: Determine the Vertical Deflection at the hinge E- 29x103 K Si 80 in4 5 k internal hinge 1. 2I 3'

A:

Q: B2-8m RC Beem Sec B-B Sec A-A C1 (0.8x0.8)m Sec A- Sec A-A Sec A- Sec 8-B 143.9* Sec A-A Sec A- -…

A: Solution: To find the length of the beam B1, B2 & B3 Already for beam 2 and 3 length was shown…

Q: Frame with sidesway find deflection at C

A: Figure is shown in the question EI is constant We will calculate the deflection at C by using slope…

Q: Determine the force in each member of the trusses. State if the members are in tension or…

A:

Q: Check the adequacy of column AB for applied live load. Fy= 350Mpa W360x51: A= 6450mm2 rx= 148mm ry=…

A: Given: fy = 350 MPa Compression member: W 360 x 51 A = 6450 mm2  rx = 148 mm ry = 38.8 mm d = 355 mm…

Q: Design the spacing of 10mm u stirrups

A: Dead load: - It is a static force whose value does not change with respect to time.

Q: .) Determine the Moment Inertia about the Centroidal Y-Axis (Iy) 12.) Determine the Polar Moment of…

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Q: A6x 12-in. plate is subjected to four loads as shown. (a) Replace the given forces with an…

A:

Q: Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of…

A: In this question, we are asked to design the beam with the given details

Q: Determine the Bar Forces FMJ and FoE (section method), and one Zero member; Show all F.B.Ds.

A: GIVEN

Q: Compute the design moment strength of the section shown below if f. = 40 MPa and f, = 500 MPa. - 300…

A: Given   Doubly reinforced beam Calculate ultimate moment

Q: GIVEN: Cantilever beam, loading and T eross-section 120 kN 24mm -2.4 yoomm ref, avis + 240 mm-→ 40…

A: a) Vmax  = +120 kN Option a) is correct answer.   b) Mmax = -120 x 2.4 = -288 kN-m Option d) is…

Q: Question 2 Estimate the quantity of Steel Reinforcement from given schedule bar table 4 for the…

A: For B1, B2 and B3. Assuming that the bars are cutoff at 1 m from the supports Bar Tag Bar…

Q: The UKB 610 x 305 x 179 in S275 section is strengthened by welding a 310mmx20 mm plate of S355 to…

A:

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

A:

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.