. . .- العهبه۱قحم المدني ) «University of BabylonCollege of EngineeringEngineering Mechanics IDept, of Civil Eng.Homework 1Q1: Two forces act on the hook shown in figure.Determine the magnitude and direction of the600 Nresultant using Parallelogram Law.(Ans. R=910.241 N, angle=50.328°horizontal)with50°400 N20°Q2: Determine the moment of the (50 N) force50 Nshown in figure with respect to:30°1-Point A,2-Point O(Ans. Ma=50 N.m c.w., Mo=25 N.m c.c.w)60°Q3: Replace the force and couple system400 Nshown in figure by an equivalent force andcouple moment acting at:1-Point A,2-Point B3 m2 m1.5 m-(Ans. MA=465 N.m c.c.w., Mp=575 N.m c.w)150 N150 Nإضافة وصف. . .

Given P=400 N and Q=600 N and angle b/w these forces θ=50°

Answered: Q1: Two forces act on the hook shown in…

Q1: Two forces act on the hook shown in figure. Determine the magnitude and direction of the resultant using Parallelogram Law. 600 N (Ans. R=910.241 N, angle=50.328* with horizontal) 50 400 N 20

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: Required information Consider the prismatic beam and loading shown. Given: Load W =2 P. w w B C D E…

Q: Problem 3 Using the method of virtual work, determine the VERTICAL displacement of joint A on the…

A: Virtual work method: The virtual work approach, also known as the virtual force method or the…

Q: Problem 1: A 6-m long ladder weighing 600 N is shown in STAT-001. It is required to determine the…

Q: Question 2: Determine the horizontal displacement of point C. El is constant. Using the method of…

A: The length of the member AB(LAB)=10 ft, The load on the member AB(PAB)=400 lb/ft, The length of the…

Q: Determine the deflection at the end of the overhang by applying the moment area theorem. The modulus…

Q: Determine the slope and displacement at C. El is constant. Use Conjugate Beam Method. Take E =…

Q: the force system shown, determine the angle tha resultant makes with the x-axis. SON 240 N.m 45 SN…

Q: Determine the slope at point A. El is constant with E = 200 GPa and I = 450x10ª mm". 50 kN/m 25 kN/m

Q: LAY OUT A HORIZONTAL CIRCULAR CURVE BY THE CHORD-DEFLECTION METHOD Given: PI at 8 + 272.311 I= 240…

A: In the design of horizontal, the sight distance along the inner side of the horizontal curves should…

Q: USE DOUBLE INTEGRATION METHOD. From the given determinate beam, which of the following provides the…

Q: 20. Compute the vertical deviation of right support with respect to left support. W - 10 kN/m, L = 6…

A: (20) The formula used & given value:- Slope θCA = wL324EI Where, w = unifrmly…

Q: Q2: The effect or two forces FA,FB is (S KN) and acting along u axis, determine the value of FB by…

A: FA= 3kN Resultant, U=5kN Angle between FA and U=30° FB=? Angle between the forces=θ =α (θ is…

Q: Analyze completely the given structure using moment distribution method. Draw the Shear, Moment…

A: Find Fixed Moment ( Mf): For Member AB: MfAB = -wl220 =-30×4.5220= - 30.375 KNm MfBA…

Q: What is the area of the below figure if you (know d=20.6? (use trapezoidal rule 32 26 28 24 p.

A: To determine: Area of the given figure (Using trapezoidal rule).

Q: A 50-m steel tape was used to measure a line and the initial pull = 5.5 kg. Pull at time of…

A: There are various correction to be applied in case of surveying done by tape or chain. In the…

Q: Q2/ A square plate of 10 cm side is subjected to five forces, applying at the corners, the mid-…

A: Given data in question Square with side 10 cm Vertical and horizontal point loads Angles To find…

Q: 2 Determine the resultant and the direction angle (counter clockwise from the positive x-axis). R y…

Q: An overhang beam carries a concentrated load, triangular load and uniformly distributed load as…

A: Given; load w=180 KN/m ans a=1.8 m and b=4 mmoment at roller B MB=−2700 kN.m…

Q: 30° 16° 44° x (+) q(+) p(+)

Q: Determine the magnitude and direction measured counterclockwise from the positive x axis of the…

Q: Determine the friction between the block and the plane in the figure and P the coefficient of…

Q: 30 kN 9 kN/m A B 3m 2m -

A: A loaded beam is given and it has been asked to determine slope and deflection at free end. Please…

Q: 400 Problem 2 200 N Compute the magnitude and direction (angle measured from the positive x-axis) of…

Q: Determine the magnitude of resultant and its direction measured from y axis if F8 = Goo and O=20 b)…

A: Resultant: The force which represents the combination of two or more forces that are acting on the…

Q: 50 N 25°

Q: Analyze completely the given structure using moment distribution method. Draw the Shear, Moment…

Q: a = 8.3 m, b = 3.1 m, c = 10.0 kN/m, d = 32 kN. %3D %3D d kN d kt c kN/m BA "b" m "b" m

Q: 3 k/ft A 20 ft Given: E= 290 x 106 psi, I = 1500 mm¹ Use Double Integration Method to determine the…

Q: 1bomm

Q: For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi…

A: Intensity of UDL (w) = 3.2 kips/ft Intensity of point load (P) = 36 kips Young's modulus of…

Q: Given a cantilever beam of length 2.3m. The left support “A” is fixed while the right end "B" is…

Q: 150と) 50 EN(m E=200GPA cropp section 300mm A し 3m C O AB O Ee ; ® A max

Q: Question 2 120KN 150kN D E B C 6m 4m 6m 4m 21 E = 200GPA | =500(10° ) mm Figure 2

Q: Q2\ Use the virtual work method to find the vertical and horizontal displacement at joint D. 30 KN…

Q: 10. (D* + 2D3 + 10D²)y = 0

A: We have Answerd Given Equation by using genral equation.

Q: Analyze completely the given structure using moment distribution method. Draw the Shear, Moment…

Q: 2 15m 3 : Determine the displacement of Point B and the slope to the right and left of Point B. 8k B…

A: Given A beam with loadings Required Slope at right and left of hinge and displacement at hinge.

Q: Q2) In the figure shown, find the direction from point M into point P, if you know the direction the…

A: Surveying is the branch of civil study in which the measurement between different points on the…

Q: Q1/ Find the horizontal displacement at C, and 04 by using Virtual Work Method, if you know E=200…

A: NB

Q: The resultant of four forces of which three are given in the figure is 390 N acting down to the…

Q: QI/ Find the horizontal displacement at C, and O, by using Virtual Work Method, if you know E = 200…

A: Consider the given data

Q: QI\ Use the conjugate beam method to find the slope at (L/3) and the maximum deflection for the beam…

Q: 6. Determine the slope at point C of the frame shown in the figure. The support A is fixed. Take E-…

A: To find slope at C

Q: For the beam shown, calculate the slope of the tangent line (in rad) at B and the deflection (in mm)…

Q: * 10. Calculate the vertical displacement at C and E with the graphic multiplication method. Know…

A: Calculating the reactions at A and B: ∑Fy=0RA+RB=60 KN∑Fx=0HA=0Taking moment at…

Q: 2. Determine the resultant and the direction angle (counter clockwise from the positive x-axis). R y…

Q: Determine the slope at B and the maximum displacement of the beam. Use the Area-Moment Method. Take…

Q: Problem 5: Compute horizontal displacement of joint C of the frame shown. I= 400 × 106 mm', E =…

A: Given: Moment of Inertia (I)= 400×106 mm4 Young's Modulus (E) = 200000 MPa

Q: Problem 5: Compute horizontal displacement of joint C of the frame shown. I= 400 × 106 mm*, E =…

A: Given: The moment of inertia (I) is 400 x 106 mm4. The modulus of elasticity (E) is 200000 MPa.…

Q: For the figure shown, determine the EI (area) under AB about point B using area –moment method.…

A: Introduction : One of the most successful ways for determining bending displacement in beams and…

Question

. . .- العهبه۱قحم المدني ) «
University of Babylon
College of Engineering
Engineering Mechanics I
Dept, of Civil Eng.
Homework 1
Q1: Two forces act on the hook shown in figure.
Determine the magnitude and direction of the
600 N
resultant using Parallelogram Law.
(Ans. R=910.241 N, angle=50.328°
horizontal)
with
50°
400 N
20°
Q2: Determine the moment of the (50 N) force
50 N
shown in figure with respect to:
30°
1-Point A,
2-Point O
(Ans. Ma=50 N.m c.w., Mo=25 N.m c.c.w)
60°
Q3: Replace the force and couple system
400 N
shown in figure by an equivalent force and
couple moment acting at:
1-Point A,
2-Point B
3 m
2 m
1.5 m-
(Ans. MA=465 N.m c.c.w., Mp=575 N.m c.w)
150 N
150 N
إضافة وصف. . .

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 Solution

VIEW

Step 2 Resultant force on Hook and Direction

VIEW

Step by step

Solved in 2 steps with 1 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

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
1. If the velocity of point B is 50 m/s to the right at the instant shown, find the angular velocity of bars AB, BC. and CD. NOT TO SCALE 24 m 16 m - 20 m Used with permission from "Engineering Mechanics: Dynamics." McGil/King, 4th Ed. 2003 WAB- -0.32 k rad / sec: Wnc-3.13 k rad / sec WeD--0.48 k rad / see O WA -3.13 k rad / sec: W nc 3.13 k rad / sec: Wep= -0.48 k rad / sec O AB" -3.13 k rad / sec: WuC0k rad / sec; Wen- -2.08 k rad / sec None of the above B.
Complete the stadia level notes shown below and perform an arithmetic check. Assume that K = 100 and C = 0.0. Also sketch the stadia level route from TP-10 to TP-14. ВАCKSIGHT FORESIGHT ROD VERT ROD VERT CHANGE IN ELEV. VERT. STA INTERCEPTS IN TERCEPTS VERT. ELEV ANGLE RDG DIST. RDG DIST. (s) (S) ANGLE (a) (m) (a) (RR) (VD) (RR) (VD) (CE) BMA 2.64 -7*33' 1.87 100.50 TP: 1.75 +10°29 1.50 1.73 -8°20' 1.65 TP2 1.97 +12*09' 1.66 0.96 -4°49' 1.76 BMB 1.07 +7°23' 2.04 2.50 -12°49' 2.54 TP3 2.68 -15°33' 1.91 2.16 +14°06' 1.80 TP4 1.83 -7'58' 1.24 1.91 -9°42' 1.34 BMc 1.56 +5°26' 1.49
A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. Distance Stadia Distance Stadia Intercept Intercept 30 0.297 150 1.482 60 0.591 180 1.776 90 0.885 210 2.073 120 1.188 240 2.367
The differential level notes is shown below. The elevation of the reference station (BM-100) is 100.709 meters above mean sea level. STA BS HI FS ELEVATION BM-100 2.856 ТР-1 3.230 1.285 ТР-2 3.096 0.688 TP-3 4.059 0.525 ТР-4 3.845 1.980 ТР-5 3.553 2.320 ТР-6 2.894 2.552 BM-200 3.123 a.) Complete the columns for Height of the Instrument (HI) and Elevation of the table above. b.) What is the elevation of BM-200 and its difference in elevation from station BM-100? c.) What is the highest station and its elevation?
Determine the resultant moment of the forces shown about point A 200N 60 N 30° 30° IDON 0.75 m 233 N O 70 N.mC.Cw O 90 CC.CW O 124.65 N.m C.Cw 1 m -X
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
Ps i04 kN/2 fzo002 de 0:02 m Find 7
The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Q2) For the system shown in (FIG.Q3B) determine the resultant and locate it w.r.t. point A? /150 N |200 N 250 N+ 300 N.m A.
7' AP 111 A 10' 4000 165 Et B 61 Goolbs с ४' 30°, 1000 lbs G CALCULATE FORCES BE, FC, CG BC EC, AE
0 (115) Now 20kip ✓30 З кір 4²E←7.5JG -T F MB = -2835.67 kipft , чокір Hinge 30kip 50kip 264.3 kip 0.67 кір El = 15x10³ tip-ft ² Find: 1.) Axe H A 7.5' 21 ← 5 95kn SP C 20 кір 2.) Right Rotation at E