Select any zero force members from the list below. E 30' F D 30' 30 kips A B 40' 40' 40' BF ВС AF DE CD АВ СЕ EF
Q: Find force P required for the given situation: 350 Nfa 一+ 20mm O 625 kN O 525 kN O 550 kN O 600kN
A: We will multiply shear stress to shear area to find load.
Q: 0.20 FIG.1 0.02 1. Find the volume of each of the light post 's components: (5 pts. Each) 0.15 a.…
A:
Q: B kN = 4 A kN 5 2 m C KN = O 45 Ex E 2 m 2 m Size and type of BF = CF 1) Ex k N Ey 9 k N Cy ? k N
A:
Q: Ql. EI 2EI a A M.
A: Detailed solution below. Hope it will help you. Good Luck.
Q: F: ( Select) G: ( Select) 20 N 40 N 40 N 20 N F D 2 m H. E G 10 m KOOL Mo No- 4 m 4 m 4 m 2m 2m
A: To find the force in member DF , EF and EG
Q: Egiobl Find TheCEE M) M. Mbcea-b) Ma(2 n -a) 12
A:
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: Q l. EI 2EI a a A M.
A: The give beam is analyzed by the equation of equilibrium forces. The sum of vertical forces is equal…
Q: aining essure he U- Usirlg f SI
A: given data, pressure at A, PA= 267.7 kpa in tank A atmospheric pressure at A is 101 kpa and guage…
Q: 6ft o = 32° Y = 110 pcf G.W.T 2ft + = 30° Y = 125 pcf 0 = 10° Y = 126 pcf 9ft c = 600 pcf Oft $ = 0°…
A:
Q: Answer: (a) ox= Oy= Txy = (b) Op1= Op2 = Tmax in-plane ksi ksi ksi ksi ksi ksi X
A:
Q: Determine the following: a. AE [Select] b. CE [Select] С. CD [ Select ] P. 40 kN 3 m F 20 kN 20 kNE…
A:
Q: Yren wan given a sol sample which yelds the totowing passing percentage tor derent sieves Seve No.…
A: Solution: AASHTO System GI
Q: a+d=7. find K and M support responses KH KI MJ MI rod forces. Şekildeki kafes sistemde F-20(a+d)kN…
A:
Q: W1 A L 1 L2 L3 20 + [A* D] KN W1 = 30 + [ B * c ] kN /m W 2 = + [c* D] 15 KN /m し1= 1 + A m 5 + D M…
A:
Q: A. Express the following in a + ib f 1. (4i – 7) + (1 + i) 2. (5 – 2i)(5 + 2i)
A: 1- (4i - 7 ) + (1 + i ) ( 4i - 7 + 1+ i ) = 5i - 6 = -6 + 5 i So now the equation is in the…
Q: Teo rods d ne cle denant tde of X140 attached to the soppets ao f the fer n, rthe tae ene that he e…
A: We have to find F and theta
Q: 5. Find the moment along T 1.6m 5OON 1.5m 2 m T2m R. O 1200 N.m O - 600 N.m O - 1400 N.m O ON.m 3.
A: Given data Inclined point load Distances We will take components of laod and only vertical…
Q: nng. iction. Mblock = 10kg am a m = 100*b N/m
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: Select any zero force members from the list below. 8 kN HY 16 kN 2 m G 16 kN to 2 m 2 m B D E 5 m 5…
A:
Q: Required information Consider the given state of stress. 416 ksi 10 ksi ormino the normal and…
A: The given data is: σx=0 ksiσy=16 ksiζxy=10 ksiθ=15°2θ=30°
Q: 450x3=950 lb.ft 250 H.w A Lug wrench is used to tighten a hexhead belt. Determine the magnitude (F)…
A:
Q: CASE 1 E D. P P CASE 2 A DA F Họ K 8.
A: Member DG,BD
Q: Find allowable(e ) (m) So thut lOmpa 65+ S140 MP., Gü € 50 50 KN 12 kN Y m 250 mm 3m K50 150
A:
Q: BE BD 30 12.5 T find the results of all the musses. AB, BD, DE, EF, FC, AC, BC, BE, BF A 12.93 A60 %…
A: Find forces in all members of truss
Q: ROBLEM 1 1, P2 = 50 kips %3D etermine the internal force in the ff. members: Select] 1. DF Select] *…
A: To find force in member DF,DG,EG
Q: 30KN 10KN/m 40KN.m 5KN/m Int Hngn B 2.5 3.5 CS eanned with Candovver
A:
Q: 100kn 2okn 50kw 25tW 15k A 30 3m し し 20kN 2okN 20k 3m 3m Sulve for indicete units & if in comp. FAB,…
A:
Q: a А В
A: Shear force sign: Clockwise positive Anticlockwise negative Bending moment sign: clockwise…
Q: 40 kN 25 kN 15 kN/m D 3m 10 kN/m 2m 1m 1m elect one: O a. 90 kN Ob. 70 kN Oc 42 kN O d. 50 kN
A: To find moment about point B
Q: water is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a…
A:
Q: Q.1.23 A maso m is launched withan cnitial speod U -400 ft |sec. The launch ang le is O = 50°. The…
A:
Q: AMA (d) (e) (f)
A: truss is considered statically determinate if all of its support reactions and member forces can be…
Q: Suppose that F = 190 N . (Figure 1)" Figure 1 of 1 Provi A.
A: From FREE BODY DIAGRAM of the block,then we can find the velocity of block by applying Work Energy…
Q: PDL = 5 KN 500 mm PL = 3 KN Wp =6 KN/m Wz = 3 KN/m 800 mm RI R: 2m 1m 1 m
A:
Q: e-wGs 1) S=5 2) Yt= 1+e Gs+s.e Yw 1+e
A:
Q: 4m 2m 6m 2m Find moment o FinirHa about centrolehl aXis :-
A: step 1-
Q: eom/coune/1361/qui/ aloustions/2101 E 20 k 12 12 ft 5 k 5 ft-5 ft-- -14 ft
A:
Q: Quèstion 18 A 1.60-m- tal1 person liftE a 1.65-kg book off the ground so it is 2.20 m above the…
A: mass, m = 1.65 kg Height of book, h = 2.2 m Height of person = 1.6 m To Determine potential energy…
Q: Nam Activity 15-4 insulating Bushing Reer o Activity 15-4. Study the drawing and familierise…
A: We are authorized to answer 3 subparts at a time, since you have not mentioned which subparts you…
Q: kample 2-Prepare suming 20mm dia. 1 0.22 kg/m(L.C.E. a schedule of bars of the RC C. bcam shown in…
A:
Q: ← L₁ b ★ PD PL=120 kN L2 → L₁ = 1.5m L₂ = 3 m L₁ WD=52 kN/m WL = 104 kN/m →
A:
Q: SITUATION. A spiral column carries a deadload of 1070kN and a liveload of 980kN. If fc' = 27.50MPa,…
A: Given LL=980kN DL=1070kN Cover=40mm
Q: Homework (2) :- : Find the pve ssuve in @,@ SE 2m
A: H1Pressure at 1:P1=135kNm2
Q: (1) (2) T B (1) чers: Talum MPa Tsteel = i MPa PB – PA = rad II
A: Shear Modulus of Steel = G = 80 x 103 Mpa Shear Modulus of Aluminium = G = 28 x 103 Mpa Torque Apply…
Q: An event Of 200 yeaos retean period means @) Repecar eften 200 years Qs minimum 6) Repeat Qfter 200…
A: Data Given: 200 return period safety factor for a city against real flood of 2500 m3/s mean…
Q: 1) The container is parhally Filled with ail, water and A.Band ( talse air. Delermine the presures…
A: The pressure at any given point can be evaluated using the manometric equation P2 = P1 ± Yh The…
Q: tinuous lateral support. Blank 1 unbraced length of 10 ft with Cb = 1.0. Blank 2 unbraced length of…
A:
Step by step
Solved in 2 steps
- Act. Dur. 5-10 A 5-15 B 7. 10-20 C 2. 10-25 E 15-30 F 20-35 G 25-35 H 12 30-40 J 10 35-50 K 25-50 I 40-45 L 45-50 M 15-25 D1 25-40 D2 Find total duration to finish the project And find critical path By AoA method 3:33 PM /The float level h of a hydrometer is a measure of the specific gravity of the liquid. For stem diameter D and total weight W, if h= 0 represents SG=1.0, what is the formula for has a function of W, D, SG, and yo for water? D SG=1.0 V Fluid, SG > 1 WPROJEC ILLUSTRATION 8-3 From the following data, perform crashing the project. Cost Cost Time in Weeks Normal Crash Crash 10,000 7,000 3,200 10,0000 5,200 14,000 8,100 9,600 8,000 per week 2,000 Normal 2,000 4,000 2,000 8,000 Activity 1-2-(A) 1-3-(B) 2-4-(C) 3-4-(D) 3-5-(E) 4-6-(F) 5-6-(G) 5-7-(H) 6-7-(i) 600 8 400 7. 4. 500 800 2,000 12 2,000 10,000 6,000 6,000 4,000 7. 3. 700 900 11 1,000 10 6. Total 33 18 P44,000 P75,100 Č=7 F = 3 A = 6 D= 12 G = 5 | = 10 B= 8 E = 7 H = 11 FIGURE 8-5 The normal time Critical Path B-D-F-I is equal to 33 weekS. Direct cost is .....P 44,000 Question: Can we finish the project in 18 weeks instead of 35 weeks at a cost of less than P75,100 in direct cost? SOLUTION: 1. Determine the different path lengths and identify the cine cal path. 190
- Curre Acti Tutorial Problem No. 12.1 1. Perform the following indicated operations: indi wolo e il Impong n (a) (60+j80) + (30-j 40) (b) (12-j6)-(40-j 20) (c) (6+j8) (3-j4) (d) 16+j8) ÷ (3-j4) [(a) (90 + j 40) (b) (-28 +j 14) (c) (50+ j 0) (d) (-0.56 + j 1.92) App fa 2. Two impedances Z₁ = 2 + j 6 2 and Z₂ = 6-12 52 are connected in a circuit so that they are additive. Find the resultant impedance in the polar form. POW Cho [102-36.9) 3. Express in rectangular form and polar form a vector, the magnitude of which is 100 units and the phase of which with respect to reference axis is AC (a) +30° (b) + 180° (c)- 60° (d) + 120° (e)-120° ()-210°. SUMELOW Cop Diel Fact [(a) 86.6+j50 230° (b) (-100+j0), 100 Z180° (c) 50 -j86.6, 100 Z-60° (d) (-50+j86.6), 100 Z-120° (e) (-50-j 86.6), 100 Z-120° ) (-50+j86.6), 100 Z-2101 In the equation V-V-ZI, V = 100 0° volts, Z=10 2 60° 2 and I=82-30° amperes. Express V in polar form. 4. Resl Cap Reso [50.52-52°1 5. A voltage V= 150+/ 180 is applied across an…32 kN 24 kN H 57 kN 3 m F 16 kN 5 m 7 kN 8 m В 17 kN 2 m E G 24 kN 5 m 3 m 3 m 8 m 8 m 5 m 2 m 2 mGIVEN: P1=00 P2= 19 Question: Force in Member AF Force in Member AB Force in Member FB Force in Member FE Force in Member FC Force in Member BC Force in Member EC Force in Member ED Force in Member CD
- Act. Dur. Dep.on 5-10 A 2. 5-15 B 15-30 F 30-40 3 FH 35-40 1 5. GEC 20-30 H 10-25 C A. 10-20 E A. 25-35 G C. Find total duration to finish the project And find critical path By AoA method 3:34 PM /A /'11 RA RB VO MO L4 D 3 Phy B EquationsSelect any zero force members from the list below. E 30' 30' 30 kips A В 40' 40' 40' AF DE ВС BF EF СЕ АВ CD
- Translate the following ads, and tell how many rooms each house probably has. 4br - 2 b - fam rm - f/pl - din rm - 2-car gar - xlnt cond 120's - low CTM - 555-378-2028Exercises: Plate No. 11 > Derive the values of 6A 6Ab and for the following cases of loading conditions. L L m B L/2 L/2Answer the problem 7-13 and 7-14 from Hibbeler