H.W-For the frome Shown ba lou use unil. load melIto determanvertical def lectiun at c2E-200大べ300 Cmlom20KNWirge5m

We have to find vertical deflection at C

Answered: For the frame shown ba louw use unil.…

For the frame shown ba louw use unil. load melhed to defermin vertical def lection at c 2 atc2 E=200 大ん L- 300 Cm mm 2. lom 20KN wirge P. 3m 5m

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: )三 Flop nate locm water 10 4s * Assume the cormeetion factor p=1

Q: What is the Maximum moment in kN-m. Given: w = 47, a = 5, b = 3, and c = 1. w kN/m A D В am b m RA…

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1-A2= 900 mm? , E1=E2= 100 GPa , a1-a2=…

Q: Calculate the force in member AB. 2 kN 2 m B 2 m 2 m G 3 m 4 kN F E 8.00 kN (C) O 8.94 kN (T) O NONE…

Q: The bar AB is attached to aluminum and steel rods, horizontal before the load P is applied. Find the…

Q: 5KN 10KN Analyze the given complex frame by substitution. 30 30 F 6ft 30 30° 3ft 3ft Force Tension…

Q: P=60とN 9= 74 kN/m 1,5m Opormal force(N) OSheor force(T) 3 Bending moment of the beam(M) Drow the…

Q: Slope Deflection Method Instructions: Solve the following problems completely using Slope Deflection…

Q: 3. A block of wood having a volume of 0.034 m'and weighing 300 N is suspended in water as shown. A…

A: Given that-Volume of block- 0.034m2Weight=300NLength of rod=3.4mCross Section= 200 mm2Weight of…

Q: 4. If each rod 3m length and 2m length rod has areas of 400 mm² and young's modulus of 70 GPa,…

Q: anylyze the following structure using the force method. assume constant El E 50 N> 4m 4m lom

Q: Determine the moment of inertia (in“) of the transformed section. M=250 k-ft and n=9. Area for each…

Q: إلا 1.4 m A = 50 mm^2 E = 200 Gpa A 1000 KG block 4 m COMPUTE stresses at A and B and vertical…

Q: The solid shaft AB has a d = (3.5+ 0.4 a) in. and shaft BC has a d = (1.5 + 0.1 a) in. Both shafts…

A: Draw the free body diagram. Given the modulus of elasticity is same. The lengths of both the…

Q: art eoT רו .ס rרי 47.85 2. S0.5 kg O-25m Determine the smalles+ force P necessary to hold the…

A: The block tries to move in the downward direction due to the self-weight of the block. Therefore,…

Q: B 30 KN 1.5m 1.5m RDx 2m F 2m E 2m RD 50 KN RDy RA

Q: O Refer to the figure: AB: L= 15 in. G= 3.2x10 psi ВС: L- 24 in. G=5.6 x10° psi CE: L=12 in. Diam =…

Q: If roller support is added at point C, 20ft. from point A. Determine the following: (Use Conjugate…

Q: 10 Solve por all Band É 10 B E H Gm 3m G lo 6 @ Sm

Q: 1. A simple beam having a span of 10 m carries a triangular load which varies at 12 kN/m at the…

Q: Determine the force P required to force the 16° wedge under the 94-kg uniform crate which rests…

Q: DETERMINE THE INTERNAL FORCE OF MEMBER DF FROM THE FIGURE BELOW. **Note: for compression, include a…

Q: PIENT 200- 400 mm- A block witha mass of 150-kg is supported by a cable which passes over a 150-mm…

A: Given:- Mass of the block = 150 kg The diameter of the pulley = 150 mm To determine:- All forces…

Q: The 2.5-kg collar is at rest in position A when the constant force Pis applied as shown. Determine…

Q: EMUNINISCHEN 5.25 A beam (El= constant) of span Lis subjected to clockwise moments Mat both the ends…

A: Given data- Beam as shown in the figureFlexural rigidity=EIspan of beam=LTo Find-The rotation of end…

Q: Problem 3 - 109 A block of wood having a volume of 0.034 m3 and weighing 300 N is suspended in water…

Q: The 60 kg block is supported by two springs having the stiffness shown. Determine the stretch of…

A: TACsin143.13o=TABsin135o=0.5886sin 81.87o

Q: Determine the change in length, breathand thickness f Ex a steel bar which is 4 m long jomm wide and…

A: It is required to determine the change in length of steel bar. δl=PLAE Here P is the applied load, L…

Q: Construct the V and M diagram of the beam loaded as shown. Answer: Max. Moment = 40 KN 20 kN/m 50 KN…

Q: P 3m A 2 В 4m

Q: w PROCEDURE : 1. Compute the moment and Shear' at the support Coptianal) 2. Draw the elastic curve…

Q: 5OEN - m c-100(10 me lu-00(10) mm

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm2 , E1=E2= 100 GPa , a1=a2=…

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm? , E1=E2= 100 GPa, a1=a2=…

Q: E k = 3(1 – 2v)

A: Strain along the x-axis is, ∈x=σxE-μσyE-μσzE σ: Stress along the x, y, and z-axis E: Youngs'…

Q: Hinge - H.W.24/ Calculate the force F required to open or hold closed the gate of the figure when…

A: Given,r=0.6m R=0.6m Width of gate=1m

Q: Probl A closed tank filled with water is rotated about a vertical axis. D=4 ft, w = 10 rad/s. Find:…

A: Pressure : The force applied perpendicular to the surface of an item per unit area across which that…

Q: 114-lb block is resting on a r orizontal surface for which th ction is 0.5. Determine the f quired…

A: Given that Weight of block W = 114 lb Coefficient of friction f = 0.50 Let normal force acting…

Q: 5.Value of moment at the midspan of the beam in Ib-ft. b=2.27 inches h=4.24 inches P= 1968 Ib A= 4.5…

A: Draw the free-body diagram of the beam.

Q: Determine the deflection at free end. E is constant. Use Area Moment Method. 21 I L/2 В 8 = tCA P.

Q: DETERMINE THE INTERNAL FORCE OF MEMBER DE FROM THE FIGURE BELOW. **Note: for compression, include a…

Q: Problem # 3: The structure is loaded as shown in the figure. Detemine the intemal axial force, shear…

Q: Given: D= 4 inches F= 260 rpm Shearing stress Max= 15 ksi A) Determine Maximum horsepower that can…

Q: For the beam below, determine the following, assume EI is constant. What is MBA in k-ft? 108 -72…

A: Slope Deflection Method: Condition: Number of supports were slope will occur = 2(θB & θc)…

Q: Refer to Fig STA-001. if the cylindrical tank weighs 100 kN. determine the horizontal force that…

Q: A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND…

Q: C. Assume a constant value of El-27 x 106 lb-ft² for the beam; w=6200 lb/ft, LAB 7.0 ft, Lac-15 ft,…

A: Given a beam carrying UVL, it is required to calculate Slope at B and deflection at C.

Q: 20 - For the given three hinged frame calculate the maximun shcar force. Hmge 16 N 5AN 16 kN 客AN 5KN…

A: in given question by equilibrium equation, Fy=0 VA+VH=40 and FX=0 HA -HH=10 now calculated…

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm2 , E1=E2= 100 GPa , a1=a2=…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

H.W-
For the frome Shown ba lou use unil. load melI
to determan
vertical def lectiun at c2
E-200
大べ
300 Cm
lom
20KN
Wirge
5m

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 5

Step by step

Solved in 5 steps with 4 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) The components of the apparatus were assembled by the technician. b) Firstly, weigh the aluminium beam given on the measuring scale, with a span of 1000mm. c) Place both spring balances with Newton readings on the left and right end of the frame. 2 d) Zero the two spring balances. e) Load the beam on both spring balances, at Omm from the left end of the beam and at 1000mm on the right end of the beam ) With the use of two metal hangers, place the one metal hanger was at 200mm from the left-hand side of the beam and at 100mm from the right-hand side of the beam, thereafter both hangers will be loaded with loads/weights g) Load left hanger with 400g and right hanger with 500g h) Read and record the readings from both the spring balances as left and right reactions in newtons (N). RESULTS 400g 603.7g 500g 200mm 100mm 500mm 1000mm RL RR Figure 3. Experimental Force diagram of a simply supported beam.
1/Calcu late the value of forceep Such that the vartical and havizontal displacementat point A naot exceed lomm? osp Wsh E 2 00 lo Mpa
Determine the vatatron at of the frame shown in higuve. E: 2001o mpa I- 3. *1o mm 4 point Take 1ompa I- 3. * lo mmy SEN く。 Lised
below along 4. Conpute Hhe moment of iner tia of . given C- rection dircctim. 1.20 mm 7.5 mm 50mm
love 2uomn x=? →☆=322-22m- 1 600 mn 221 2 uumn
o T ☺ t Q5) Compute the value of P such that AHo not more than 20 mm for the structure shown in the figure. 4P D B El, constant مر ر ل لأعلى لاستعراض الفلاتر إضافة شرح. .. mum <
pusite A C-channel has a dimiensions OF as shown, in with a thic kness of rmin. Determine the OF inertia abovt x-aris, If x -axis is also the nestral avis. moment | 120 747 T 120 247 2/2
A B 2m 4m H 3m 4m с 200KN D 4m 4m G F 4m 400KN E Find member CD, DG and FG
HW #3 e:0,3mm 5bom L=300m Find D usiug covel Brook Dンて without e9nivalent Lenght Slow
PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE COMPRESSION OR TENSION) o FG o FC GH CH
@0イるll 11:0P I lec-10.pdf A P= 47.25 N (8た*4 Safe load pa24.7YN Ab Hiw.3.1/Member Ac Shown in fig is subjected bo a verticul force of 3kN, find the position Xof the force so thut the strees in thesmothsupportciscqual be the average Lensile strees n the tie rad AB The rod hesacross-Sectioned area of40omm and the contect area at cis 65emnt averge compressive B 3KN 200 mm Hw 3-2/Findp Nalue for the fiqure shown below? 2P
694 1394 400 500 500 Determine the location oF CERtwid (xbar and ybar) of the lompusite body Flam the Y-axis cnd y- avis as shown. Al units are in mt. the dia vme ter of the bigger cinle is G00mm. 1/1