Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC after loading b. 8 at point E Members Properties: Member Materials Modulus Cross- of sectional Elasticity Area AD Aluminum 70GPA 450mm2 BE Steel 200GPA 550mm2 E O Im O:3m 45kN.

Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC after loading b. 8 at point E Members Properties: Member Materials Modulus Cross- of sectional Elasticity Area AD Aluminum 70GPA 450mm2 BE Steel 200GPA 550mm2 E O Im O:3m 45kN.

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: A plastic rod AB of length L = 0.5 m has a diameter d1 = 30 mm (see figure). A plastic sleeve CD of ...

A: Given:- L = 0.5 m diameter d1 = 30 mm CD of length c = 0.3 m outer diameter d2 = 45 mm E1 = 3.1G...

Q: A body having mass 4 Kg, viscous damping coefficient is 20 N-s/m and the spring constant is 16 N/m. ...

Q: hinged joint at point F.

A: A treadle of section ABCDEF is given in the problems. The weight of the man is acting at the point B...

Q: Two shafts of same material and same length are connected in series and subjected to a torque T as s...

Q: Magmas are developed when melting occurs either within or beneath the earth * .crust that is in the ...

A: Magma : 1. Magma is an extremely hot liquid and semi-liquid rock located under Earth’s surface. 2. W...

Q: D 4 3

Q: able content: FBD V1-2= (summation of Fv)L M1-2 =(summation of M)L X-Value Do not use the example. J...

Q: A propped cantilever beam of span 5 m is subjected to a concentrated moment of 45 kN.m at the simple...

Q: Regional metamorphism Ives both the processes of changing temperature and * .stress

A: Step :1 Regional metamorphism is nothing but metamorphism occurs at earth’s crust.

Q: A saturated 100 cm3 clay sample has a natural water content of 30%. It is found that the shrinkage l...

Q: Surface igneous rocks are characterized by their smooth * .texture and .. crystals ......

A: large

Q: 1. Given below is the list of activities with respective durations of a single- storey residential p...

Q: A 20 m chain was found to be 10 cm too long after chaining a distance of 2000 m. It was found to be ...

A: Given data, Chain length = 20 m Chain found 10 cm too long After Chaining distance = 2000 m At the...

Q: Whenever the particle more .rounded the porosity increase

A: Porosity is the ratio of volume of voids (space between solid particles) to the total volume of sam...

Q: *Prob. 2.3-9. A “rigid" beam AD is supported by a smooth pin at D and by vertical rods attached to t...

A: We have to determine the value of the beam angle theta that corresponds to the strain and the corres...

Q: An RCC short column (with lateral ties) of rectangular cross-section of 250 mm x 300 mm is reinforce...

Q: Q1. Calculate the horizontal and vertical components of reaction at point A, B, and C of the three-h...

Q: For the system forces shown, solve the following: (the coordinates are in meters) y 75 kN 100° (4, 1...

Q: 5. In some cases of repairs of girders damaged by collision, the damage is severe what is used?

A: To find: What is used when repair of griders damaged by collision.

Q: What is the difference between a component and a system?

A: Components make up every designed product. A system is a grouping of pieces or components that work ...

Q: VA = 150 m/s 150 m B -R-

Q: P = 8.0 kN A cantilever beam of length L 2 m supports a load P 8.0 kN (see Figure 4). The beam is ma...

Q: ical steel press r with a wall th d to an interno

Q: Find at least 5 Case Studies/ Projects related to transportation engineering that utilized Trip Gene...

Q: A solid circular rod that is 600 mm long and 20 mm in diameter is subjected to an axial force of P =...

A: We will use formula of elongation. use formula of relation between E and G.

Q: Consider a standard flexural strength specimen of length L, width a, and depth a. Assume third point...

A: We will use bending equation.

Q: A 不木木小 .C 2m 2m

Q: A balloon rises from the ground with a constant acceleration of 4 ft per sec2. Five seconds later, a...

Q: Prob. 2.2-4. Consider the free-hanging rod shown in Fig. P2.2-4. The rod has the shape of a conical ...

Q: Solve the slope and deflection for 25 mm 75 mm 75 mm the problem using MAT. Draw the tangency lines ...

Q: 6. The relative velocity is obtained by the equation a) u – V1 b) V1

A: To find: How is relative velocity obtained.

Q: 5. A particle moves on a vertical line with an acceleration a=2vv. The particle's displacement and v...

A: Given data: a = 2 1/2 t = 2 sec Distance = 21.33 ft Velocity = 16 ft/s Determine : Particle’s disp...

Q: y = kx2 b a -a-

Q: 2) What is the deformation 8gc in mm?

Q: Given figure shows a portal frame with loads. All members of frame have same plastic moment of resis...

Q: Prob. 1.4-13. For the overhanging beam shown in Fig. P1.4-13, determine: (a) expressions for the int...

Q: 1. Refer to the setup and data below. Determine the length of side AB. Stadia interval factor: 100 S...

A: To Determine Length of side AB.

Q: 1:100 from station 0+050 to station 150 m. The existing ground levels on the cente: line at stations...

Q: Vehicles arrive at a toll booth with a mean arrival rate of 2 veh/min (the time between arrivals is ...

Q: What is the importance of Hydrology in the field of Civil Engineering?

Q: loss in a p

Q: Compute the safe uniformly distributed dead load that will be added to the weight of the beam. The b...

A: We have yconc =2 4KN/m3. b = 280mm d = 415 mm fc' = 25MPa fy = 420MPa As = 6-20mm diameter bar liv...

Q: Find the depth in a lake at which the pressure is 18500 lb/ft2. Recall Dwater=62.4 lb/ft3

Q: a high-strength steel pin. Assume that the pin at B is ade- quate to sustain the loading applied to ...

A: We have to determine the value of required thickness t of the rectangular bar BD and required diame...

Q: The compound bar containing steel, bronze, and aluminum segments carries the axial loads shown in th...

A: The given values are shown in the table, To determine the maximum allowable value of P

Q: In order to produce a maximum shearing stress of 75 MN/m2 in the material of a hollow circular shaft...

Q: A cylindrical tank with 10 inches inside diameter contains oxygen gas at 2,500psi. Calculate the req...

A: This question is related to the Strength of material. In this question we calculate the thickness of...

Q: Gabbro is found in the oceanic crust and is distinguished by its black or dark .. * .color

A: Introduction: This question comes from geotechnical and geology engineering. Gabbro is a coarse-gra...

Q: the pressure 12.5m below the ocean?

Q: The flatbed truck is traveling at the constant speed of 61 km/h up the 0.0012% grade. The final 123k...

Question

Problem 1:
The rigid bar ABC is supported by AD and BE.
Determine:
a. Inclination of member ABC after loading
b. 8 at point E
Members Properties:
Member
Materials
Modulus
Cross-
sectional
Area
of
Elasticity
AD
Aluminum
70GPA
450mm2
ВЕ
Steel
200GPA
550mm2
E
O •Im
O:3m
45kN.
t
0 4m

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

A:Y 211O 2_531929016114... -> A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Figure below. Axial loads are applied at the positions indicated. If P = 11 KN and the cross sectional area of each rod is 312.5 mm, determine the stress in each section. 4P Steel Bronze |Aluminum 609.6 mm 914.4 mm 762 mm
1) DETERMINE TENSILE BENDING THE CROSS-SECTION BELOW. SOKN 20KN/m 3m THE MAXimum STRESSES OF THE B 30 кн/т Gm COMPRESSIVE Ано THE BEAM BEAM GIVEN 150MM SHOWIN 30mm 180mm 30mm
At which point on the design P-M interaction diagram is the design flexural strength largest? O Pure compression Pure tension Balanced failure point (CCL limit) O TCL limit Beam condition (Pn = 0) %3D //img00.zhaopin.cm
Two reds vertically connect beam figure. Pcint A is fxed s shinged connected If the rod on the right is heated by 18 degree Celsius 2 m - 2 m 2 m Use E-200 GPa, linear of coeff cient expansion = 11.7x1o per degree celsius and A4509 mm Compute for the deformation of the right rodin mm Select the correct response 0.0234 mm 0.0842 mm 00468 mm 0.117 mm
Problem 1: The rigid bar ABC is supported by AD and BE. Determine: a. Inclination of member ABC after loading b. 6 at point E Members Properties: Member Materials Modulus Cross- of sectional Elasticity 70GPA Area AD Aluminum 450mm2 BE Steel 200GPa 550mm2 45KN 04n
QB4 BENDING STRESS The beam is loaded by one couple at each of its ends, the beam cross-section shown below (Figure QB4). Determine: a) The position of the horizontal neutral axis. b) The second moment of area of the section about the horizontal neutral axis. c) The values of the maximum tensile stress and the maximum compressive stress in the beam if it supports a maximum bending moment of 1200x10 N.mm and the base face is in tension. 150mm 50mm 250mm +50mm I 50mm 150mm Fig QB4
Jertical beam of the applied to a shown. Determine forces are cross section compressive BC of the the maximum Stresses bRam. tensile and portion. 9,25 kN in 45mm I10mm 30 mm 30mm 400mm 500mm
☑ How Find max. tensile and comporsive stresses. P 5KN.M 15AN Im 2m 2m B A IN.A= 60×10 mm" 60 12
Determine the maximum tensile and compressive bending stresses developed in the beam shown. The cross-section has the given properties. NA 1-35 x 10mm a. RA = b. RE= c. fb(c) = d. fb(T) = 80 mm 200 mm A 1.5m kN KN 5kN m MPa MPa B 1.5m SkN/m 2m 5KN n 2m 4
10. The hoisting beam assembly shown is supported by two 20- mm-diameter bolts at A and a 150 mm x 200 mm plate at B. In this problem, a = 1.2 m and b = 2.8 m. If the allowable tensile stress of the bolts at A is 112 MPa, which of the following gives the maximum safe value of W in KN? A. 45 C. 30 B. 60 D. 15 ZEIT 0 a BEEN H 8804 pe (cAPlate B to tried man 11 of 1911 b bell 110 mb llame lis To 102 W 20-102 bugil noitsuta
HWAA traingular beam Beomm wide by 30omm height is Pinned at A, suPPorted by a cable CD and Carries a load (P) as shown in figure, Determine the max Valne of (P) that will not exceed a ombined normal stress of 120 Mla? Ans/ Prat - loo.3 W HoW:B Find the max Valne of (P) that canbe aPPlied on the Cantilever beam Shown in figure , knowing that the max Combined stresses will not exceed(22.67 MPa)in tension and (17.33 MPa) in cemPression? Ans/ Pmax 3D25W 450mm to Cable 30omm 150mm 50mm 300mm 2m Fig. (A) fig. (B)
Determine the maximum tensile bending stresses in the beam shown. LetP= %3D 19 Note Answer in whole number I = 100 × 106 mm4 P kN/m 2. NA 130 mm 6 m B = 4P 200 mm 2P kN 6-X= Am 4P : - GP