Answered: Problem: 10 Name: Determine the angles…

Problem: 10 Name: Determine the angles Nand A made between the axes OA of the flag pole and AB and AC, respectively, of each cable. X 6 m 1.5 m B ID: 2m 4 m FB = 55 N 4 m. Fc = 40 N 3 m y

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: 2-125. Determine the magnitudes of the projection of the force F = {-80i +30j + 20k} lb in the…

Q: Situation 28 Draw the moment diagram of the shear diagram provided below. (lb) 3 -4000 3700…

Q: P7.10. (a) Compute the slope at A and the deflection at midspan in Figure P7.10. (b) If the…

A: Given Data Determine 1. Slope at A and midspan deflection (point-C). 2. Determine the value of…

Q: Example 1 Determine the forces in each member of the truss shown below. Indicate whether the members…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: 30 mm A B 150 mm M 150 mm 300 mm 30 mm - determine the bending stress developed at points A, B, and…

A: Given Data Find the bending stress at point A, B and C.

Q: Sample Problem 4-2: Design a one-way slab based on the figure shown below. The slab has a…

A: Determine the design parameters Given: Superimposed dead load: 2.8 kPa Live load: 2.4 kPa Bar…

Q: 16-11.828⁰ 9-2 9-5.828¹ 10.342 8x8 POST PIO 12-11.342* 6-5.143* TT 8x12 RAFTER P109 8x8 POST P102…

A: free body diagram of the bottom chord

Q: SITUATION 1. The angular motion of a disc is defined by the relation = 2t+t3, where is in radians…

Q: You are asked to design a water softening system to bring following water to a final hardness if…

A: Given, Ca2+ = 240.00 mg/L as CaCO3 Mg2+ = 90.0 mg/L as CaCO3 HCO3- = 268.0 mg/L as CaCO3 CO2= 18.0…

Q: A soil has liquid limit 65%, plastic limit of 30% and shrinkage limit of 25%, and it has natural…

Q: For a moist soil, given the following: V = 7.08 x 103 m3; W = 136.8 x 10-3 kN; W = 8%; Gs = 2.66.…

Q: The 1.55x10-Ib pipe is supported in equilibrium by three cables as shown in (Figure 1). Figure tr…

Q: Consider a triangular shaped pasture for which a perimeter fence must be built. The length of the…

A: The given data is- Length of side A: 300m +- 2% Length of side B: 400m +- 3% Length of side C: 500m…

Q: 2-A 3 hours storm produces a flood hydrograph as: t (hr) Q (m³/s) 12 15 18 21 20 16 20 10 Determine…

Q: What is the gel space ratio of a sample of concrete, if the concrete is made with the 600g of cement…

A: Given Data :→Weight of Cement C=600 grams→Water -Cement Ratio =0.65To determine :→Gel Space Ratio of…

Q: Glaciation of a region results in profound changes to underlying materials and topography. Provide 3…

A: Given question has asked (1) Topographical and material changes by Glacier. (2) why these changes…

Q: Question 8 Which of the following examples is NOT an application of Leveling? Topography Volumes O…

A: Given:- Which of the following examples is NOT an application of Leveling? Topography Volumes…

Q: What does colonnade and piazza’s interior architecture represent?

A: Given question is related to colonnade and piazza's interior architecture.

Q: For the case of a bottleneck in a highway where two lanes in one direction must narrow down to one…

A: Explanation: In case, a highway having unrestricted two lanes in one direction are to be narrowed…

Q: Initial Reservoir Pressure Current Reservoir Pressure Pressure Change $ cf 3250 1500 1750 0.02 0.1…

A: To calculate the change in volume for part (b), we need to use the formula you provided: c =-1V×dVdp…

Q: 6. The strength of a fully matured concrete sample is 500 kg/cm². When cured at an average…

A: Given data : →Strength of fully matured concrete =500kgcm2→Curing average temperature at day and…

Q: Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory…

Q: Based on the layout of the water supply system, as show in Figure 1, flow through the delivery pipe,…

A: Given, Q = 2.5 cfs D = 2.65 in or 0.2208 ft

Q: If this soil sample was attached to a riser pipe and had flow conditions that are shown in the…

Q: Design a Two way - one lane Highway with the following specification. V= 90 kph e=0.05 m=15 m SD=115…

A: Given:- The design speed = 90 kph The super elevation rate = e = 0.05 m The value of m = 15 m The…

Q: A concrete mix for a concrete beam exposed to mild climate is to be designed according to the ACI…

A: Answer Mix proportioning using ACI absolute volume method. Step (1) Calculate Required average…

Q: Problem 3 (For Q5-Q7) Given the figure as shown below A 5m P = 15 KN B 5m C w=5 kN/m 5m D

Q: A vertical bar screen is constructed of 20-mm diameter bars that have a clear spacing of 25 mm.…

A: Given data: Diameter of bars=20mm Clear spacing between bars=25mm Approach velocity, Va=1 m/s It is…

Q: A beam is simply supported and has a span of 12 m. The beam is a W33x240 with Ex=345 MPa. Compute…

A: Given:- The span length = 12 m The beam section used = W33×240 The yield strength (Fy) = 345 MPa…

Q: (c) A shaft composed of segments AC, CD and DB is fastened to rigid supports and loaded as shown in…

Q: charge down the channel is measured using a rectangular weir that has a crest 25 cm long. The crest…

A: Given data in the question : Width of the channel (b): 50 cm Length of the crest of the weir (L):…

Q: Calculate the dead load of a R.C.C. slab Size of the Slab is 3.0mt by 5.0 mt., Thick ness is 12 cm.…

Q: 2. WHAT IS THE MAXIMUM Pt Ре оо O 20 dia mm BEARING STRESS : 100 MPa SHEAR STRESS : 150 MPa STRESS :…

A: Given data:Bearing stress= 100 MPaShear stress =150 MPaStress= 80 MPa

Q: , the degree of saturation increased to 82.2%. Determine: Gs Void ratio

A: Determination of Specific Gravity and void Ration of soil####

Q: The window is held open by cable AB. Determine the length of the cable and express the 30-N forces…

Q: Determine the sliding load for an unheated garage attached to a cooled roof of the resi- dence shown…

A: Ground snow load -15 lb/ft2 To find - Sliding load

Q: An A992 simply supported W18X97 beam is subjected to an axial compressive load which consists of a…

Q: Problem Statement: The geologic material in an aquifer below two houses is medium sand. House A has…

A: Given, Length of flow = 180 m Head at house A = 5 m Head at house B = 3.5 m

Q: The unit weight of a compacted sand backfill was determined by field measurement to be 1738 kg/m³.…

Q: Calculate the reactions, and draw the shear, and moment diagram of th A 10 kN/m 8 m B 2 m 20 kN

A: Given data in question UDL 10kN/m Point load 20 kN Span 10 m To find out Reactions SFD BMD

Q: 1. Compute the slope at B and deflection at points B & C of the Beam shown. Use the Double…

Q: A rectangular cross section of a beam is under the bending moment of 60 kips-ft. Determined the…

A: Given, M = 60 kip-ft Ec = 3600000 psf Es = 29000000 psf

Q: PLOT THE ASSUMA NE WEIGHT 8KN $ + V & M 2M THAT 7KN 3M-1-- THE PEAM NEGALIGIBLE -TM- 7M- WEIGHT ьм…

A: Given, Weight of the beam= 0 Free body diagram:-

Q: At a certain point in a structural member, there are perpendicular stresses 80 N/mm² and 20 N/mm²,…

A: Given data- Tensile perpendicular stresses given- σ1=80 N/mm2,σ2=20 N/mm2,Poisson's ratio μ=0.25, To…

Q: How to find shear strain rate

A: Given - Cutting velocity, V = 1 m/s, Rake angle, ∝ = 50, Shear angle, ϕ = 450 Thickness of shear…

Q: The simply supported beam is loaded as shown below. Determine the maximum bending stress that occurs…

Q: Problem 6-76 Oil is flowing upward through a Venturi meter as shown. Assuming discharge coefficient…

Q: the centre to centre measurement of the rails of a railway tack is 1435mm. Find their differences in…

A: The C/C distance between the rails is 1435mm. The radius of the curve, R = 250m Speed of the train,…

Q: The 6 x 12-in. timber beam has been strengthened by bolting to it the steel reinforcement shown. The…

A: Given, Ew = 1.8 x 106 psi Es = 29 x 106 psi M = 446 kip in

Q: Concerning the square footage of resident real estate, the license who lists the property: A.…

Question

100%

Dr. Ammar T. Al-Sayegh
Problem: 10
Name:
Determine the angles Nand A
made between the axes OA of the
flag pole and AB and AC,
respectively, of each cable.
Page 8
6 m
1.5 m
Z
ID:
2m
4 m
FB = 55 N
4 m
6
ENG202-Statics
Fc = 40 N
3 m

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 3

VIEW

Step by step

Solved in 3 steps with 3 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

The plate ACDE Axed as vertical as shown in Fig H,G, EIA Ball and Socket ) The mo ment 9o KN-m about the line DL n x2 -plane, E H coincided overthe x-axis, Determine the tensIon in Cable ad all reactions in ball and Socket A 2m rcable 2m 4m parrallel fo 2 -20 kN IC neglected MGram 5m G: 6 m frictionless 30 Fig.Q#1
The plate ACDE Axed as vertical as shown in Fig H,G, EIA Ball and Socket (255) The mo ment 9o EN-m about the line DL in x2-plane, EH Coincided over the x-axis, Determine the tension. in Cable and all reactions in ball ad Socket A- 2m krcable 2m 4 m parrallel fo 2 small 20 KN 5m JE neglected weight 6 m frictionless 30 90KNM Fig.Q#1
AB- 1. Find the forces acting on cach member: (Round off your answers to 2 decimal places) AC- BC- BD- CD- CE- DE- OF- EF- 104 KN EG- kN 2 2 KN KN KN 3 3 3 200 kN KN Tor C Tor C) Tor C (Tor C (Tor C) (Tor C) (Tor C) (Tor C) IT or C) (Tor) R₂ 15m
2. Determine the adequacy of the clip angle connection shown. The allowable stresses are 100 MPa for shearing, 220 MPa for bearing, and 140 MPa for tension for the seat angle and the rivets. 45 kN 220 mm I 16 65 32 150 150x100x16 clip angle 20 mm o rivets 16 100
130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version Q- X ENGR 263 A A A 6.12 A steel guy cable hangs vertically to support a roof system at the lower end of the cable. The 240-ft-long wire has a net cross section area of 0.75 in² and weighs 1.50 lb/ft. Ten- sile stress in the cable must not exceed 20 000 lb/in?. (a) Determine the maximum tensile stress that develops in the cable due to its own weight. (b) Determine the maximum load that can be carried at the lower end of the cable with- out exceeding the maximum specified tensile stress.
essenger media?thread_id%3D100002917920802&attachment_id%3D891210971774069&message_id3Dmid.%24cAAAACH8yOueC Question 7 The breaking strength of the cable FG that supports the portable camping stool is 2000 N. Determine the maximum weight W that can be supported. Neglect friction and the weights of the members. W 180 mm 270 m 240 mm 120 mm F 120 mm 540 mm A 789 N 889 N
b) Three lona wires, Ctwo bronze and one steel) are equal in lanate and fuppert afe 6715KN at and support mneete rigiel bar o7 iskN ef Comnectedt their bottoms: IF the cross seetion ealeulate a' esch wire is120mm2, of area the stresses in each wire and also the strains in each wire Take F=loukH/mm", Esz200KHlmm²
Analyze the loaded cables as shown. 6m 11m 7m A 6m B o C. 35 16 KN 20 KN
10:39 Gmail > 01: Determine the forces and state if its tension or compression in members AB, AH, BH, BG, BC and HG? Cable 4m 100KN 200KN 3m 3m+ 3m Q2: For the frame shown below, determine the pin reactions at D and F on member BG? 500N G. 3m F 4m 300N C D 4m 3m 3m 3m
4. Find the tension in the cable AB A vinovs 916 2931 ows ert b 9ft adl 00001 gnol 1991 81 21 msed srT 819llon bris A niq is anoitosen eri bni S (2jq OS) trigisw mesd sdt siongl bosqz 12 ft B 8ft Sinio adl 0008 4000 lbs
Untitled Paint File View 69 X Clipboard ▷ 1224, 491px Q Search d 23 Image N V 607 x 634px 18° D 10 A 4 Tools Ⓒ d₂ d₁ PROB. 2.5-8 El 168 CHAPTER 2 Axially Loaded Members 2.5-8 A brass sleeve S is fitted over a steel bolt B (see figure), and the nut is tightened until it is just snug. The bolt has a diameter d = 25 mm, and the sleeve has inside and outside diameters d₁ = 26 mm and d₂ = 36 mm, respec- tively. dв Brushes Calculate the temperature rise AT that is required to produce a compressive stress of 25 MPa in the sleeve. (Use material properties as follows: for the sleeve, as = 21 X 10 °C and Es= 100 GPa; for the bolt, ag = 10 X 106/C and EB 200 GPa.) (Suggestion: Use the results of Example 2-8.) 1920 x 1080px N40 Sleeve (S) Shapes Bolt (B) 4+ M Size O OO 00 000 Colors 100% AVENG I 0 0% X + 11:33 CH 30/11/2022
Problem 8: Determine the angle 0 between cables AB and AC. 0.75 m B| 1 m 1.5 m 3 m