WoL? M = - WoL' 6. 24EI WL2 Wor? (:0-10Lx+ 5Ľx?-x) 120L WL WL WL Ely = 30EI 1SEI 3 12EI

Q: HiWE) Draw S.f.D and B.M.D for beam Shown by graphial me thod? Ans/ Vnt= 29.5 W. 15KW 25 W/m = -25.5…

A: longitudinal tension due to longitudinal compression width increase above N.A and decreases below…

Q: Ve waler ) = los Square PiPe with dimen Sin 25o m e =o. 25m m, L-120m hL=Sm C Ve waler ) = 10°m?/sec

A: Step 1: e =0.25mm γ=10^-5 m2/s hL = 5 m per 120m length

Q: (a) = z (1). H.W.1/Start from : To obtained : BOD (t) = Lo - z (t) = Lo(1 – e-kit). %3D

A: Introduction:  BOD - Biochemical oxygen demand is defined as the amount of oxygen demand by the…

Q: Is my moment diagram is right? I forgot how to draw moment diagram when the shear is zero.

A: Draw Free body diagram:

Q: Egiobl Find TheCEE M) M. Mbcea-b) Ma(2 n -a) 12

A:

Q: The date following stream gauging of e were ob tained by a river. Main g auge stafff reading (m)…

A:

Q: Engr 309. 7/7/22. Name_ the stresses at the POI. bott 3m 2m 4m 0.36 kN -8KN m вя POI th 2m2m 74,36…

A:

Q: w (kN/m) A 1.5EI D El TTTT.

A: Can you please provide the figure correctly

Q: 30 KN lokN/M 2m -2m 6m VA To find the nipport reations, let us apply the equeilibrium of equation 4…

A:

Q: gun Jarey 1o bulDeta/s ;euch of speed to euch buel atx A machine max X 20 thet js 30 Cm-1 then force…

A:

Q: mune void ratio ven peresity 0-347

A: Given data : Porosity (n)=0.347

Q: 0.9231F = 1690 = 0 F AB-0.7809 FBC FCD+0.8575F 0 = 0.3846FCE-0.3846 FA -0.7809FBC-FCD = 0…

A:

Q: COMPUTE THECHEAR AND BEHDINe CTRECCE (TOP 4 EOTTOM)N ME BEAM THAT K LOPDEP AND AAS CROSVEGTIONL PRO…

A:

Q: Find div F and curl F if F(a, y, z) = 5y°z'i – 14x°2"j – 5xy'k. %3D | div F= curl F=

A:

Q: 50 一Rined lim (x'tzX+リ 100 cosx dx J4+ sinx Pinel Domain fr ye 14-x? + Pind e for y= cot t-zt,…

A:

Q: 6 kips 10 kips B 20 -0" 3 bays @ 16' –0" = 48' – 0"

A: Using the method of sections to find the force in all the members of the truss. In the method of…

Q: Pz GIVEN UNICNOWNS R = 4.99 KN Pze 6.05 KN Wi = SKN /m O RAY, KEY, keA & MB FHED VALWE OF INTERNAL…

A: P1  = 4.39KNP2 = 6.05KNW1 = 5KN/m

Q: Pin G 3- 1.5 2D Roller 5EN 5N 5LN

A:

Q: Given the differential equation (4r - 6ry) dr + (4y-6ry) dy (4x 0. What is 12ry 12 O 12r 12ryl2x -…

A: The given differential equation is of the form Mdx + Ndy=0 Here, M=4x3-6xy2and N=4y3-6xy Here M is…

Q: dy evaluate dx (sinx+1) 5-lf: y = (cosx+1)

A:

Q: STA BS HI FS IFS ELEV BMa 0.95 125.50m 0 + 00 + 10 3.0 2.3 TP1 3.13 0.64 0 + 22 2.7

A: The elevation is generally the vertical distance from a datum that is the sea level, to a point on…

Q: A hall in a building is 15 m x 18 m. The beam arrangement supporting the reinforced concrete slab is…

A:

Q: Reactions: ΣΜΑΤΟ 9 × 1 + (4 × 1· 5 ) × (2-5 + 1-5) - V₁ x 4 = 0 VB = 7.125 KN ≤ Fy = 0 VA =0 Shear…

A:

Q: cos² v dx + tan y dy dr ||

A: To find:- solution of x cos2y dx + tany dy = 0

Q: 5 20lw 30KJ 2 13 4m lokaj A 3m 3m 3m 3 y

A:

Q: w = 14 kN/m, ME 3 kNm, and RA = 7.92 kN w kN/m MẸ kNm в A B C D E 0.8m 1.0m 0.7m 2.0m RA M(x) cut

A:

Q: A maso m is laumched with an chitial speod 4 00 ft 1sec. The launch oungle is e= so°. The landing…

A: Given V = 400 ft/sec  angle made with horizontal = 500 landing area is 150 ft higher than the…

Q: 30KN 10KN/m 40KN.m 5KN/m Int Hngn B 2.5 3.5 CS eanned with Candovver

A:

Q: 4. Determine the muhant memeet atut poin Oshwn in the fig 75KN 75AN 90KN 12m NH06 - 100KN 125KN…

A:

Q: Cd-1:0 Derive the coa.ation. o Motirn in terms o height 21 meor empyting the Fank Pen tom 5m

A: Introduction- Motion: A object is considered to be in motion if its placement with relative to a…

Q: Fluidlis oil CEG= 0.87) ond fluid 2is gycerin at 20 °C (SG =1,26 If Pa = 98 kPa. Deter mine the %3D…

A: Po=98kPa

Q: Find CD 2 A = B = C = 5 6 Find AB. Find DC is the product depined ? Yes The prodhuct t depined. D =…

A: For matrix multiplication, the number of columns in the first matrix must be equal to the number of…

Q: Open Channel, wilh çircular Cross-sectiondiameer =o9tm dnd discharaeis o71mi/sec find the critical…

A:

Q: WD 26 kN/m W₁ = 20 kN/m = p= 5 m- 0.18f fy ANS This

A:

Q: Rind the quee readings at Aand B in figure ? closed Mercny Air T-5m oit S-08 0.6 merary S= 13-6 2m…

A: Given:- The specific gravity of the mercury = 13.6 The specific gravity of oil = 0.8 To determine:-…

Q: STA BS HI FS IFS ELEV BМ — а 1.24 234.51 m ТР- 1 1.11 3.40 1 + 00 + 25 + 50 + 75 ТР - 2 4.6 2.7 3.6…

A: Height of instrument method HI = elevation + BS elevation = HI - FS

Q: 6. L{2cost3t+ 5sin3t}

A:

Q: STA BS HI FS IFS ELEV BM-a 1.24 222 ТР-1 1.11 3.40 1+00 4.6 1+25 1+50 2.8 3.6 1+75 2.4 TP-2 3.21…

A: Table is given of profile leveling and missing data needs to be computed.   Notations Used are - BS…

Q: 2-2 Ca 2/ For the networkf fiyi2: a) Find R b find Va 15v 32 Rr 4.7

A:

Q: Problem 9: Find the center of the hyperbola 16x? – 9y? – 32x – 36y – 164 = 0. С. (- 1, 2) D. (2, -…

A:

Q: STA BS HI FS IFS ELEV BM-a 1.24 234.51m ТР-1 1.11 3.40 1+00 4.6 1+25 2.8 1+50 3.6 1+75 2.4 ТР-2 3.21…

A:

Q: giv given an open channeL of the following properties 8 Mindischarge=2cymes, bed width 2:3 m bed…

A: Given: Discharge, Q=2m3/s Bed width, B=2.3 m Bed slope, S=10 cm/km =10 cm100000 cm   ∵1km=100000…

Q: Rax Ray Rbx 3.5 Rby Cx Cy Pin 6 kip Dx Dy Ex Rolkr Ey 25tt, 2.5ft, 5t

A:

Q: GIYEN THe cross- SF CTlop of Flll of XN EXPTHWOPKS ( Pase of fill is 18 m side slope 1:2:r) a.45 -…

A:

Q: Homework (2) :- : Find the pve ssuve in @,@ SE 2m

A: H1Pressure at 1:P1=135kNm2

Q: 100 N (a) (b) W = 200 N 0.3 0.2 W = 40 N fls Mk - Mg = 0.9 M₁ = 0.6

A: Given data:- Part A:- Part B:-

Q: 0.1 find the value of the det. 2 7 3 3 -1 - 6 2 1

A:

Q: Cullent (mA) 4mA For (iksr) resistos 3ma t- 3-2 Slope : %3D 3mA -2mA imA 4 svoltage (v) 2 3 Curnent…

A: Don't convert the mA into A directly take it mA for drawing graphs. That will help you in deciding…

Q: ms A 3' 3' 1k/f W↓↓. 6'

A:

Q: STA BS HI FS IFS ELEV ВМ-а 1.24 1.11 234.51m 3.40 ТР-1 1+00 1+25 1+50 1+75 ТР-2 2+00 2+25 2+50 ТР-3…

A: To find :- elevation at each station using height of instrument station.

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.