From the figure shown which of the following gives the best outside diameter in increments of 2mm. D = 875 kN L = 1450 kN SECT.2 SECT. 1 Square Tubing Pipe So Fy = 290 mPa Do 4.8m So So t = 12mm D, = outside diameter = outide dimension t = 12mm O 318 mm O 400 mm O 330 mm О 322 mm

From the figure shown which of the following gives the best outside diameter in increments of 2mm. D = 875 kN L = 1450 kN SECT.2 SECT. 1 Square Tubing Pipe So Fy = 290 mPa Do 4.8m So So t = 12mm D, = outside diameter = outide dimension t = 12mm O 318 mm O 400 mm O 330 mm О 322 mm

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: Generating project specs from BIM data is the only means to create a specification deliverable True…

A: No Generating project specs from BIM data is the only means to create a specifications delivered.…

Q: A 50 kN B 4 m 6 m C 100 KN 3m E D 200 KN 3 m F LL

Q: PROBLEM NO. 4 (Cable) Determine the tension in each cable segment and the distance yo. 7m 2 m 4 m 2…

A: Given data in question Load 2 and 4 kN Dimensions Cables To find out Tension in each cable…

Q: The change in head across a small turbine is 10 m, the flow rate of water is 1 m³/s and the…

A: Given data: Head length, h = 10 m. Flow rate, Q = 1 m3/s Efficiency, η=0.8 Density of water, ρ=1000…

Q: SITUATION 4. The length of the curve of a simple having a degree of curve 4° is equal to 210m.…

Q: Q2- B: Soil has been compacted in an embankment at a bulk unit weight of 21.1kN/m³ and water content…

Q: A9 m. cantilever retaining wall is subjected to active pressure increasing from B kN/m at the top…

A: Given: A cantilever wall with trapezoidal loading on it X =256, B =5 Required: Maximum shear…

Q: H.W.2: Find the maximum applied load (P) that can be applied on the rectangular beam with dimension…

A: Answer we are given b = 300 mm d = 550 mm As = 3ϕ25 mm f'c = 21 Mpa fy = 420 Mpa Calcuation shown…

Q: The aluminum rod AB (G=27 GPa, T₁ = 650 N-m) is bonded to the brass rod BD (G = 39 GPa, Tg = 1,300…

A: Given : Properties of aluminum rod AB : G = 27 GPa , Ta = 650 N.m Properties of Brass rod BD : G =…

Q: Classify each of the following trusses as unstable, statically determinate, or statically…

Q: All of the following must be defined in the formulation of Physical Model EXCEPT: A. Transport area…

A: Physical model- A physical model depicts a physical construct whose properties are similar to those…

Q: 1. Classify the following soil: Soil A and E using the U.S. Department of Agriculture textural…

Q: PROBLEM NO. 3 (Arch) Classify the determinacy and stability of the parabolic arch. If the arch is…

Q: The caster unit is subjected to the pair of 84-lb forces shown. Determine the moment associated with…

A: Explanation : The moment ( M ) associated with forces is equal to the product of magnitude of force…

Q: 3. A soil has a liquid limit of 61 and a plastic limit of 30. A moisture content test performed on…

A: Given : Liquid Limit = 61 Plastic Limit = 30 Mass of soil can before placing in oven = 96.20 g mass…

Q: 2) The flooring system shown is composed of slab panels measuring 20 X 25 ft in plan, supported by…

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

Q: *3-116. The horizontal 30-N force acts on the handle of the wrench. Determine the moment of this…

Q: In a two peg test of a dumpy level using alternative method, the following observations were taken.…

Q: SITUATION 1. A simple curve has a central angle of 36° and a degree of curve of 6º. Compute the…

Q: A high-density polyethylene [E= 104 ksi and a 74 x 10-6/°F] block (1) is positioned in a fixture.…

Q: For the truss shown, determine each of the forces in bars BD, CD and CE by means of an equilibrium…

Q: In a distorted model test of the spillway, the discharge and velocity of flow over model were 2 m³/s…

Q: 2. A piece of land was plotted on a map having a scale = 1:2000. Its area on this Map: cm2. What…

Q: A container is filled with 0.675 liter of fluids at pressure of 2000 kPa. When the pressure…

A: Given data V1 = 0.675 liter at P1 = 2000 KPa V2 = 0.670 liter at P2 = 3000 KPa Find 1. Bulk…

Q: PROBLEM NO. 1 (Beam) Determine the determinacy and stability of the beam and the reactions at the…

Q: 1. Determine the reactions at supports A and E for the truss shown below. (Must include a free body…

A: Given: To find: 1. The reactions at support A and E. 2. Free body diagram needed to calculate the…

Q: What primary types of data are needed for highway bridge deck, superstructure, and substructure…

A: A Superstructure is an upward extension of an existing structure above a baseline called Ground…

Q: The box on the inclined plane weighs 250 lb. Determine the magnitude of the force P needed to (a) to…

Q: 1. A soil-mantled hillslope with horizontal dimensions of 250 m x 250 m has a uniform slope of 0.3.…

Q: A placekicker is attempting to make a 50-yard field goal. If the launch angle of the football is…

A: Here we have to calculate the minimum initial speed of football?

Q: Discussion: Answer the following questions by referring to the relevant Standards and textbooks. You…

A: Given data in question Weight of container 6.5 gm Weight of container +wet soil 52.8 gm Weight of…

Q: A 1 m³ soil sample has the following properties: Water content = 8%, Gs = 2.66, Unit weight = 19…

A: Given Data: Volume of the soil sample V=1 m3 Water content Wc=8% Gs=2.66 γ=19 kN/m3

Q: a. Calculate reactive forces. b. Plot Shear & Moment Diagrams labeled with pertinent values. c.…

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

Q: Give a description of both the LRFD and ASD design approaches. What is the fundamental difference…

A: LRFD and ASD are two design approaches in structural engineering. In this field of civil engineering…

Q: The chain binder is used to secure loads of logs, lumber, pipe, and the like. If the tension T₁ is…

A: Given,

Q: The compound beam is fixed at A and supported by a rocker At B and C. There are hinges (pins) at D…

Q: What is the vadose zone, capillary fringe zone, and phreatic zone

A: Groundwater:- Water that is underground and can be found in voids and cracks in sand, rock, and…

Q: 1. Find the y- coordinate of the centroid of the culvert shown. Sybo ooae enit of monsins velsm…

A: Given: A cross ection of box culvert Required: y coordinate of the culvert.

Q: Determine the support reactions of given systems by hand A 2 m 24 KN 2 m 19 kN/m 4 m B 3 m

Q: he compound beam is pin supported at C and supported by a roller at A and B. There is a hinge (pin)…

A: as per guidelines we need to answer only 1st 3 subparts of questions

Q: Question 3 Consider the beam below: (a) Determine if the beam is statically determinate or not, (b)…

A: Given, A beam:- Number of Members = m= 4 Number of joints =j = 5 Reaction = R= 1+1+3=5

Q: What are the common distresses of a flexible pavement and a rigid pavement?

A: Pavement is one type of hard surface made from durable surface material laid down on an area that is…

Q: Question 2 Classify each of the structures below as statically determinate, statically…

A: Given data in question Structures To find out Indeterminacy Note Ds= total static indeterminacy…

Q: Question 1 Consider the structure shown below: (a) Draw the shear and bending-moment diagrams for…

A: As you have asked for first part solution is being presented in next steps

Q: In a two peg test of a dumpy level using alternative method, the following observations were taken.…

Q: Hhello, Thanks a lot for your help, please I have the following points: 1-Is it allowed to use…

A: Design of tension member

Q: DETERMINE THE CENTROIDAL MOMENT OF INERTIA PL 10 X 1/2 [254 x 12.7 mm] W 10 X 26 -X

Q: Four people are attempting to move a stage platform across the floor. If they exert the horizontal…

A: To find resultant force and it's intercept on x and y axis

Q: solve for the angular deformation of one end relative to the other end

Q: An effective rainfall of 2-hour duration produced a flood hydrograph peak of 200 m³/s. The flood…

A: Given data: Flood hydrograph peak=200 m3/sBase flow=20 m3 /s.Average rainfall=2 cmAverage loss…

Concept explainers

Temperature effects on atom arrangements

Atoms are the smallest units of matter. Atoms can be subdivided into electrons, protons, and several other subatomic particles. Groups or combinations of atoms form molecules that primarily decide the property and behavior of materials. These molecules have the property to attract other molecules based on the valence electrons in the atoms' outermost orbit. An orderly arrangement of molecules is known as crystal structure, which forms the fundamental topic of concern in materials science and engineering. The arrangement of molecules is different for different materials and hence, each material exhibits different lattice arrangements. The lattice arrangements are functions of external loads, deformations, and temperature. On experiencing high temperatures or low temperatures, the behavior of the lattice arrangement of a material change.

Question

From the figure shown which of the following gives the best outside diameter in increments of 2mm.
D = 875 kN
L = 1450 kN
SECT.2
SECT. 1
Square Tubing
Pipe
So
Fy = 290 mPa
Do
4.8m
So
So
t = 12mm
D, = outside diameter
= outide dimension
t = 12mm
O 318 mm
O 400 mm
O 330 mm
О 322 mm

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Temperature effects on atom arrangements

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

(40 How A Rismatic steel bar of a Square cro ss section (looxlo0)mm is loaoled by Compressive force P= 1300 K, the bar has length 2.5 m, Eg=200GPay V=0.3,determine the shortening 8, the increase in the dimensions of cross Section, the change in Volume DV of the bar? loomm loomm
From the figure shown which of the following gives the best outside dimension of the square tubing in increments of 2mm. D = 875 kN SECT.2 SECT. 1 Pipe L = 1450 kN Square Tubing F, = 290 mPa Do 4.8m So So = outide dimension D, = outside diameter t = 12mm t = 12mm O 280 mm 300 mm 258 mm 250 mm
Question Three Three bars each made of different materials are connected together and welded to the two walls when the temperature is T,= supports when the temperature becomes T,= 12°C. The material properties and cross- sectional area of each bar are given in the figure. ... 18°C. Determine the force exerted on the (rigid) %3D %3D Steel Brass Сopper Est = 200 GPa as = 12(10-")/°C abr = 21(10¬)/°C acu Ebr 110 GPa Ecu 130 GPa 17(10 )/°C %3D Acu 515 mm2 450 mm2 %3D Ast 200 mm2 Apbr 300 mm- 200 mm 100 mm
From the figure shown which of the following gives the best outside dimension of the square tubing in increments of 2mm. D = 875 kN SECT. 2 Square Tubing L = 1450 kN SECT. 1 Pipe So Fy = = 290 mPa Do 4.8m So So = outide dimension D, = outside diameter t = 12mm t = 12mm O 280 mm 300 mm O 258 mm O 250 mm
Date: Course: Time: Pind the vertical movement os is 120 KN Stsel Aluminum 3 m Im B P=120 kat Aluminum A = 900 mm² E = 70 GN m² steel A= 600 mm E 200 GNM² %3D
PROBLEM 01: Hollow bar length is 1.40m long and tube length is three-fourth as long as the bar. Torque T=1100N.m acts at the free end of the bar. Both the bar and tube are made of an aluminum alloy with shear modulus of w ww elasticity G=27GN/m². Given that dl=35mm, d2=45mm, d3=60mm, d4=70mm. Determine the following: a. Maximum shear stress in both the bar and tube b. Angle of twist at the end A of the bar. (In degrees) Tube Fixed plate End plate Tube d3 d1 d2 d4 Bar Cross-section of the bar and tube
Q2. What is the minixim vahe of thickness that can used. Use the inforamtion proviled in the table bekw. (30 Mark) P.(MPa) 6, (MPa) T, (MPa) D (m) SL (mm) S (mm) (mm) (mm) 1.3 14 12 60 30 1.4 90 16
a. Calculate "P" in KN considering tension failure on gross area Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm
check both LFRD and ASD. please check the given in the figure use it
Calculate the axial deformation of the Brass cylinder section (BC) shown in Figure 8. The cross-sectional areas are Asteel = 80 x 10-³ m² and ABrass = 50 x 10-³ m², and Young's modulus - of steel and brass are 200 MPa and 120 MPa. 100 kN (a) 3.13 mm (b) 7.25 mm (c) 7.5 mm (d) 3.5 mm Steel 50 kN 0.5 m B Brass 0.3 m C Figure 8. A shaft of different diameters Steel 0.5 m Ꭰ 150 kN
The assembly shown in Figure No. 3 consists of a hollow steel [E = 200 GPa] tube (1) with an outside diameter of 60 mm and a wall thickness of 5 mm, a solid 40 mm diameter aluminum [E= 70 GPa rod (2), and a solid 30 mm diameter aluminum rod (3). The member lengths are L1 2 000 mm, L2 = 1 200 mm, and L3 %D 3D800 mm. The following loads act on the assembly: P = 150 kN, Q = 80 kN, and R = 115 kN. Determine (a) the change in length of steel tube (1). (b) the deflection of joint D with respect to the fixed support at A.
Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. An aluminum alloy [E = 70 GPa; v = 0.33; a = 23.0x10-6/°C] pipe is subjected to a tensile load P. The pipe has an outside diameter of D = 270 mm, a cross-sectional area of A = 7350 mm2, and a length of L = 10.0 m. The initial longitudinal normal strain in the pipe is zero. After load Pis applied and the temperature of the pipe has been increased by AT = 38°C, the longitudinal normal strain in the pipe is found to be 2395 µɛ. Calculate the magnitude of load P. L P Answer: P = i kN