/ for the beamin fi anco MPHdc the immediade de flectionduebototal Load 3ure be b-Estimate the Long-derm deflecblon if ass4me 307- S45tained 4se Fc'=28 Mpa of Live load as FY= 400MP D.2 2.L 35 KN/M 2.5M L.L F00MM 350 MM 25 200MM 200 MM 620mM 31

Q: MCQ By ACI-318_19 CODE

A:

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: 4 kN/m M R = R = R_= E ME VB = Vc² VD² MF= M C 11 RA x1 3° F 6 m ני MF B 6 m 2⁰ 8 kN/m KN KN 2 KN…

A: Step 1 Hi! Thank you for the question As per the honor code, We'll answer the first 3 subpart of…

Q: 6/6What is the Shear Force at support ?A 3 kN/m B C 2 m 4 m 12 KN 48 kN O 24 KN 6 KN

A:

Q: H.W 20 kN 12 kN/m Sm 10 AN Sm m

A: Moment distribution method: The moment distribution method is presented by Professor Hardy Cross.…

Q: Q1/ Draw Influence lines for RD, RE, VG, MG, VDR A B C D G E F K 4 +3→K-2.5→e -5- *3.5→* 4.5

A: For the given overhanging beam we have to draw the influence line diagrams by giving unit…

Q: SLIDES 7-12: 30EI

A:

Q: Fond maximmd Efacont Jeflection for the beam 20 bt W=10 kW/n Ans 138.69 ET maxo

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Q: Q4/ For the beam shown in Fig.2, if the modulus of elasticity (E) equal to 200 GPa, by using Moment-…

A: The given figure is shown below:

Q: A) Dr aw te FBD of te sy$tem sh0wn. B) CaIculate te magnltude (N) and dlrection of te reactlon of…

A:

Q: Problem 6.23 (Ans. 9.93 mm) Wp = 12 kN/m WL 16 kN/m 480 mm 550 mm 4 #22 -6 m- 300 mm 70 mm

A: There are few data Missing in the question. In order to get the given answer 9.93 mm I have the…

Q: Fad to deflections ond slopes ot points B(aidle of the lbeam) ond cltip of the beam) Compotbitity…

A: Given structure:

Q: Exacises patermine the resulthaat of the Loplaner force System and Locate it with respet to point A…

A:

Q: uhat lo the Coihical gradient far coarse 2oil which han void ratio 0.8 and

A:

Q: Fined the maximum Concentrated service load that Can be opplieed to the beam below when that

A: The values and figures given in the question are as follows: Characteristic compressive strength of…

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: Px :(3L – x) 6EI PL Px PL? (3L² - 4x) osxs 48EI 3EI 2EI Phx Px2 (L² - -) 6LEI (3a - x) 0sxsa 6EI Pa…

A:

Q: Detormine the reactions and moments for the beam shown using slope-deflection method. 18 k 10k 1. E…

A: The slope deflection method is used to analyze indeterminate beams. For a span AB, the slope…

Q: ( ) ਸ

A: From figure C, it is required to find degree of static indeterminacy.

Q: 94) A compond cylinder is shoinkiny made tobe of 130 mm nternal diameter and thick 20 cover over…

A: P (pressure) = 40N/mm2 Di (inner diameter) = 130 mm t (thickness) = 20 mm Ri (inner radius) = 130/2…

Q: A body consist of a right ciralor solid cone ok luig ht 40 mm ond do dius 30mm placed on a solid…

A: step 1-

Q: O THE FORCE APPLIED TO THE SRAKE HANDLE ENABLES THE BAND BRAKE TO REDUCE THE ANGULAR STEED ROTATING…

A: Force P is applied to the brake handle to reduce the angular speed of the rotating drum μ = 0.2 It…

Q: GN ,6N Actual Beam 1a5mr 12S mm 125mm Soamm 6N 6N Puimay stnctine AB By = IN By Redundant lathlied…

A:

Q: 4) The strength of the longitudined joint.of cylindrical tenk In the Fig.bellow.is 33 kips/it,…

A: Given data : For Longitudinal Joint:Hoop stress (σh)=33 kips/ftFor girth joint :Longitudinal stress…

Q: cal 114 kN/m UT IM اما 14KN/m 1 u² ul

A:

Q: Select any zero force members from the list below.

A:

Q: equivaky an Replor the loacdna Systnm ay resultent orce ared Couple momen acting at Pont A 300M 300M…

A:

Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

A:

Q: (にッ 3P 2P フウ とLャL L→

A:

Q: 1o k /m 40 EN 20 kN eMp 습 Mp m 2 Mp 5M 10M leulak Hp value, to susteir the giver loading. |

A:

Q: The steel compression strut BC of the frame ABC in Figure Q1(a) is a tube with an outer diameter of…

A:

Q: SIven: Ex = - 400 x/o-6 と 200x 10-6 8xy = 800x10-6 %3D V = .30 Eind: c.Prineip.l Stres ses b. Stress…

A:

Q: Perp, サ+ しexルっ) DETERMINE THE INTEENAL FURCES ROR MEMBERO AC @ 4 ONLT FOR THE Teuss SHolwn ABOVE BY…

A:

Q: Fined the maximum Concentrated service load that Can be applied to the beam below when that…

A:

Q: Mo EI 7. 2Cbing the beamdeflection equation Mea ģ the equatious of static equilibejsum.. i) Find…

A:

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: q14 A cantilever beam ACB has end A fixed and subjected to a point load P at free end B. The point C…

A:

Q: solve Ra and Rc using conjugate beam method. 1ookN sok -m DR F O EI, A B E to 4m zm PA RC RE As said…

A: Ra = - 174 kn  Rc = 68.59 kn Re = 230.446 kn

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: 400 30AM 35 Mm

A: Note:- As the question is multipart question, as per the policy of Bartleby we are solving first…

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.