. The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm in front of VP and nearer to it. End B is nearer to HP. The mid-point of the line is 36 mm in front of VP and 28 mm above HP. Draw the projections of the line, find its T.L , true inclinations 0 and o, HT and VT.

. The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm in front of VP and nearer to it. End B is nearer to HP. The mid-point of the line is 36 mm in front of VP and 28 mm above HP. Draw the projections of the line, find its T.L , true inclinations 0 and o, HT and VT.

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 Bearing of line AB is S 20° W. B is 85° C is 40° D is 91° E is 260° What is the bearing of line…

A: The given data is: Bearing of line AB=S20°W Bearing of line AB (Whole circle bearing)=200° Angle B…

Q: a.) The Value of H= b.) The Value of h₂ c.) The Area on the Left= d.) The Area on the Right =

A: Find:

Q: Determine the slope at pe thod of virtual work.

A: degree of static indeterminacy = no. of unknown reactions - no. of equilibrium equations Ds = 2 -2 =…

Q: Determine the moment of inertia Ix1 of the section. The origin of the coordinates is at the centroid…

Q: Find the distance of the centroid of the built-up section from the bottom and its centroidal moment…

A: Consider the figure,

Q: Situation 2. Determine Wp аnd tp if the location of centroid from bottom is 19.120cm (ỹ) and I =…

Q: Compute the vertical displacement at joint G. the area of all bars A = 5 in?, and E = 29,000…

A: The virtual work method, also known as the virtual force method or the unit-load method, is a means…

Q: Determine by integration the centroid (?̅, ? [y bar]) of the shape in the figure (to the right).

Q: 100 kN 300 kN-m 2EI El 6 m- 3 m TOS-003

A: Beams are horizontal members used to span openings in buildings, either carrying a stone wall above…

Q: . Compute the slope at point D and maximum deflection of the given beam. 1= 3468.1215 x 10 mm E= 110…

Q: y P 4 12 5 Q 3.

A: Given Data- P=120N To Find- The magnitude of Q and magnitude of resultant.

Q: . To reinforce a column in an existing structure, two channels are welded to the W 12 x 50 column…

A: Moment of inertia about the horizontal axis through the centroid ( X axis ) ICx=23×106+2×7.24×106…

Q: Find and a unit vector that is perpendicular to both Ã = -3i+2j+ 4k B = 51-25 +2k ft.

A: Given data:- The unit vector of A and B:- A→=-3i^+2j^+4k^ ftB→=5i^-2j^+2k^ ft

Q: Find the largest and smallest angle changes with their directions at point A, as the unit…

A: total X direction displacement of linesfor aa=+430×10-6 for BB=-260×10-6×cos60=-130×10-6for…

Q: Determine the distance from the point (5, 3) to the line 4x - 2y = 10.

Q: The pipe shown is subjected to the force of F = 80 lb. Determinethe angle θ between F and the pipe…

A: Angle θRBA=-2i-2j+1kRBC=-3j+1kCos θ=RBA-RBCrBArBC =-20+-2-3+11310 = 0.7379θ=42.5°

Q: Hexagonal prism of base side 30 mm height 80 mm is resting on one of its base edge on HP. Its axis…

Q: 2. The built up section is composed of two 8x6x1 inch angles rivited to a 12x 1 inch web plate. (1)…

Q: 3 in. in. 2 in. i in. 2 in. i in. Prob. 9-66

A: The location y¯ of the Centroid for a beam having the cross section area is shown. The beam is…

Q: 3 30 300 Ib 722 Ib

A: Compute the resultant of the three forces shown. Locate its intersection with the X and Y axes

Q: Determine the location of the shear center O of the cross section shown below. 6 mm B 12 mm 192 mm 6…

Q: Determine the angle θ between pipe segments BA and BC.

Q: 32 kps 05 For the beam shown, estimate the displacement at point B in terms of El.

A: Given: Force = p= 32 kips To find: Displacement Note: Displacement = Slope and deflection.

Q: Q1/ From (Figure 1), determine the moment about point A. Q2/ Determine the resultant force for the…

A: Given figure no. 1 we have to find moment about A and resultant of forces

Q: A 75 mm 75 mm -100 mm E Fig. P3.30 200 N 200 N B 750 N D 3.30 The shearing forces exerted on the…

A: Given data:

Q: Situation 2. Determine w,, and t, if the location of centroid from bottom is 19.120cm (ỹ) and Iz =…

Q: Construct the third projection of the prism and complete the other two projections of point A, B, C…

A: Given prism and asked to draw third projection of prism.

Q: A plate and angle column is composed of four 8x4x1 in.angles with the short legs connected to a web…

A: Consider the given figure and data

Q: Determine degree of static indeterminacy of truss

A: Given data : Number of member (m)=13 Number of Joint (J)=8 Support=Pinned and roller support Number…

Q: The bearing of line AB is N 70° W and the azimuth of line Ac is 245 °. Then, the internal angle BAC…

A: To find angle BAC?

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

. The projections of a line in VP and HP are 66 mm and 54 mm long respectively. End A is 12 mm
in front of VP and nearer to it. End B is nearer to HP. The mid-point of the line is 36 mm in front
of VP and 28 mm above HP. Draw the projections of the line, find its T.L , true inclinations 0 and o,
HT and VT.

Expert Solution

Step 1 Solution:-

Given:-

VP=66mm

HP=54mm

End A=12mm

mid point of line=36mm in front of VP

and 28mm above HP

To find:-

draw projections of line

true inclination theta and fi

HT and VT

Step by step

Solved in 4 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

Find bending stress at point A and point B
Question no 3 please
Photo from Joe
Used double Integration to solved maximum beam deflection
Express the force as a Cartesian vector.
1.Develop the Lateral surface of a truncated right regular cylinder of base diameter 50mm and height 70mm being sectioned by an AIP (cutting plane) inclined at an angle 45° to HP and perpendicular to VP such that it bisects the axis. 2.Draw isometric view of frustum of the square pyramid with 40 mm base edge, 20 mm upper edge and height 40 mm. 3.Draw isometric view of a square prism with 20 mm base edge and 50 mm height resting centrally on of cylinder with 60 mm base diameter and height 30 mm
Hand written and clean writing please
use Castigliano's Method for Beams and Frames Determine the slope and the displacement at the end C of the beam. E= 200 GPa, I= 70(10^6) mm^4. Expected answers slope at the end of C= 0.000 rad displacement at the end of C=2.956 mm
2a 2a lof a homogeneous, planar plate of constant thickness in the figure. 24 - the coordinates of the centroid M(Xm, Ym) of the surface area, Find the team (x,y). t = 3 cm and a = 9 cm. What is the surface area of this planar plate, in cm2? а) 468 В) 378 O C) 324 D) 333 то) 288
I just need help with the second part
Determine the slope and displacement at the end A of the beam. Take E=29(10^3) Ksi, I=170in^2. Use the method of virtual work
Show FBD and use Castigliano’s Theorem