8:11 O E :62%Use anymethod of simuple trus in detemining members EC und FC ndindicate whahethe member is in tenion or in eompression.5AN10 KN10 AN10 KNEC = 12.5 kN (C), FC = 25 kN (C)%3DEC = 25 kN (T), FC = 12.5 kN (T)%3DEC = 12.5 kN (T), FC = 25 kN (T)EC = 25 kN (T), FC = 12.5 kN (C)%3DProblem 1815 pointsBlocka A andi weigha0.01 matric ton ando.01645 metrictonrepenivdy. Cocfficianf friction between biack li0 while biodk Ais 0.4. Determine the foese Pto produceimpending motin.5030333 N444 N555 NO 777 N

Answered: Image /qna-images/answer/f4a62bf0-bea7-449e-988c-dcdb0d937c43.jpg

Answered: hemember is in tension or in eompresion…

hemember is in tension or in eompresion 5 &N 10 AN 10 AN 10 KN EC = 12.5 kN (C), FC = 25 kN (C) OEC = 25 kN (T), FC = 12.5 kN (T) EC = 12.5 kN (T), FC = 25 kN (T) O EC = 25 kN (T), FC = 12.5 kN (C)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Problem 4 Derive the shear and moment equations for each beam segment.

Q: The cantilever beam above is made up of concrete with E- 70 MPa, refer to the table below for the…

Q: 0211 A reinforced concrete one way slab is built integrally with support, consist of two equal spans…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: shown is adequate.

A: Dead load is constant load that does not change with respect to time while Live load is not constant…

Q: A Simply supported beam has a width of go0 effective depth of g90 mm - It is rein forced at the…

A: Solution:- Distance of neutral axis from top: xu=0.87fy×As0.36fc×b=0.87×415×24640.36×34×300…

Q: C9 x 20 PL늘X 12 KL = 6.5 m · W8 × 21 F, = 290 MPa MC 13 x 50 F, = 345 MPa |KL = 4.8 m (a) (b)

A: jjhvhhgfjguguguilfyfyukfyutgugigjkbhjbhjv jhbhbjkjjjjj

Q: 5.The values of Y1 and Y2 of the trapezoidal load are Y 1 V Y 2 16.67 kN 4m 13.33 kN a)Y,=8kN/m,…

A: 5. Simply Supported Beam with Trapezoidal Load From the shear force diagram, reaction at supports…

Q: If the allowable stresses are: 6t=165M, 5c = 100Mpa, T=701 Pa determinet max. value of c. KN Ans.…

A: Given A beam with T -section Required Maximum value of distributed loading

Q: is a correct path in the load flow diagram for column C2

Q: Problem A spiral column 600 mm in diameter has an unsupported height of 2.4 m. The column is bent in…

Q: The floor system shown is made of concrete (self-weight of concrete is 25kN/m³). Its thickness is t.…

A: Given Data Floor system made of concrete Self weight of concrete = 25 kN/m3 D=2 Thickness of slab =…

Q: A 1200 KN B 1200 KN 1.5m C 1.5m E 1.5m 1200 KN ↓ F 2.8 m Mih

Q: Fer = Value Units Suppose that P = 5 kN and P, = 10 kN (Eigure 1) %3D Submit Request Answer Part B…

Q: Exercises: Determine the Internal Indeterminacy of plane frame structure as shown in the figure…

Q: For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3…

Q: You are assigned to a project for the construction of a new tunnel. The tunnel will be 31 feet in…

A: Assuming that the supports are continuous throughout the length of the tunnel and the length of…

Q: I. Single-choice questions.: 1. Crowd load is a kind of . ( ) A. Permanent action B. Variable…

Q: A beam is held by 2 steel rods, AB and CD. Three dead load forces are applied to the beam. The…

Q: If the allowa ble stresses are :- 150 mm Bt = 165Miu,'sc =100MPA, T=7014 Par determinet mex, value…

Q: H.W. 3: Double (1) roofing 1200 mm 100 600 10 m I 100 Given: f'a- 24 N/mm? f= 38 N/mm? Ap = 1000 mm…

A: Step 1

Q: EXAMPLE 3.9 Compound roof trusses are used in a garden center, as shown in the photo. They have the…

A: As the truss is symmetric about OE one side of the truss would be sufficient to get the forces of…

Q: The geometry and reinforcement configuration of the column is given below. The material properties…

A: fy=420 MPafc'=30 MPab=400 mmh=600 mmDesign axial load=1250 kNDesign moment=550 kN

Q: Determine the maximum live load of 5200 N/M. the beam (DL) 540 mm allowable = Use fc' = 3900 500 mm…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: a 4 m А B W2 For the beam and loading shown, if W = 40 kN/m, W2 = 20 kN/m, a = 5 m, and b=8 m. you…

Q: A wooden plank (sp. gr. 0.5) 1 m x 1 m floats is water with 1.5 kN load o 1 m x 1m surface…

A: Step 1: Volume = 1m x 1mx 0.5m =0.5 m3 Area =1 m2 G= 0.5 P=1.5 KN

Q: Calculate the top and bottom stress at transfer stage and service stage. Consider three 0.6" Grade…

A: Given: fc (at release)= 27.5 MPa fc = 41.4 MPa 0.6'' grade 270 seven-wire strand - 3 numbers Area of…

Q: 7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7…

A: Types of Slab : The two types of slabs which are considered while designing a structure are : One…

Q: A built-up laced column of overall square cross-section, 300 mm size has been formed by placing four…

A: The cross section of the column can be shown in the solution. The compressive load carrying…

Q: Consider a single 4.0-meter span length concrete slab to be supported by both sides with the RC beam…

Q: Beam 1 Assume LHA=3.25 m, LAB=7.75 m, LBC=1.50 m, Mc=105 kN-m. Mc A B H LHA LAB LBC 6.78125 Imm…

Q: 3 m b ▬▬ 4.5 m PD=12 kN PL=24 KN с 3 m WD=7.3 kN/m W₁ = 14.6 kN/m d

A: Given :- Steel Beam W16×19 of 1992 PD=12 KN PL=24 KN WD=7.3KN/m WL=KN/m L1=3m L2=4.3 L3. =3m To…

Q: Determine bar force member EF 10 KN 15 KN 10 KN E p.9 m p.9m A B F 1.2m 1.2m 1.2m 1.2m

Q: show solution pls, do it fast 0.20 0.20- 0.20 11.0 2.0 0.20 -9.5 T1 -7.8 HT1 -3.0- RR1 51 HT1 0.20-…

A: Solution: Slant Height of each truss: Using pythogerous theorem: For T1: Sleft=5.52+32=6.26…

Q: Define Statically Indeterminate Structures. Differentiate it with Statically Determinate structures,…

A: Statically Indeterminate Structures:- Definition:- structure is said to be statically…

Q: 6. A reinforced concrete column has cross sectional dimensions of 400mm x 400mm. The column is…

A: To design the reinforced concrete column according to the ACI (American Concrete Institute) code, we…

Q: Title: DESIGN OF BEAM (SHEAR) PROBLEM: A rectangular beam has a clear span of 8.0 m and carries a…

Q: 98 KN 42 KN 30 KN D 28 KN B Av = 2.65 m Ah = A E 1.10 m RG = 1.25 m 1.55 m AB = EG = BE= %3D BD =…

Q: H.W A shaft com Posed of Segments Ac,cD and DB s fastened to igid SuPPorts oand looded as shown, for…

Q: 1.5 kN 1.5 kN 1.5 kN 1.5 kN 1.5 kN What is the size of the reduced stiffness matrix of the above…

Q: (3) 4" 4 11 4" 20" Uncracked, (1) ftop = ? (2) f bottom=? ft-k M= 30f

Question

8:11 O E :
62%
Use anymethod of simuple trus in detemining members EC und FC ndindicate whahe
the member is in tenion or in eompression.
5AN
10 KN
10 AN
10 KN
EC = 12.5 kN (C), FC = 25 kN (C)
%3D
EC = 25 kN (T), FC = 12.5 kN (T)
%3D
EC = 12.5 kN (T), FC = 25 kN (T)
EC = 25 kN (T), FC = 12.5 kN (C)
%3D
Problem 18
15 points
Blocka A andi weigha0.01 matric ton ando.01645 metrictonrepenivdy. Cocffician
f friction between biack li0 while biodk Ais 0.4. Determine the foese Pto produce
impending motin.
50
30
333 N
444 N
555 N
O 777 N

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Solution?
6 m 7 т 8m LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa fs = 138 MPa Main 12 db, Temp 10 db Design Completely s1 & S2 and B1 7.5 m Sz S3 S4 (Along Grid 2) 2.5 m S1 S5 2 т Lift shaft S6 1.5 m
For the following reinforcement determine the force in the elements DG, DF and EF (section method).
Provided is the question along with some notes taken in the lecture, i am not sure if i am correst so if you could do some workings out for me that would be great , thank you.
Current Attempt in Progress A simply supported timber beam with length L = 3 m carries a uniformly distributed load w = 11 kN/m. Determine the magnitude of the maximum compression bending stress that occurs in the beam at any location within the 3-m span length. 300 mm L 100 mm O 7.47 MPa O 5.18 MPa O 9.74 MPa O 8.25 MPa O 5.92 MPa Save for Later Attempts: 0 of 1 used Submit Answer
(1) TUT 11 22 16 4#8 12" ft A WPL = 2.0 KLf including self-weight COLL= 3,0 KLf NWC, Cover=1.5" fé= 4000 psi, fy = 60 ksi n=8. (1) SPL (2) SLL (3) SpL+LL (4) S long-term after 4 years assume that 25% of the live load are continuously applied for 48 months.
D. Analyze completely and summarize results from joints A to E
Utilizando el método de nodos calcule la fuerza en cada barra de la armadura. Además, indique si se encuentran en tensión o en compresión.
answer should be on the choices