A UDL of 4kN/m covers left halfspan of the 3-hinged parabolic arch of span 36m and centralrise 8m. Determine the horizontal thrust also find (i) BM (ii) Shear force (iii) Normal thrust(iv)Radial shear at the loaded quarter-point from A O Tutorial 7 Frame ab Answered: Calcula XA Chapter 4 - 2021Bb 3766249O Microsoft WordA Recordings - 2021 xO Nallies - YouTube x+A learn-eu-central-1-prod-fleet01-xythos.learn.cloudflare.blackboardcdn.com/5d0888eb02bcc/3766249?X-Blackboard-Expiration=1620853200000&X-Blackboard-Si.37662495 / 7100%+-4 kN/mh = 8 mНаAB HBVA36 mVB06:47 PMstartENG2021/05/12

Answered: -4 kN/m h = 8 m HA A B HB VA 36 m

Engineering

Civil Engineering

-4 kN/m h = 8 m HA A B HB VA 36 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A6 - storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. 1. What is the shear at the 2nd level? a. 33 kN b. 66 kN c. 55 kN d. 44 kN 2. What is the shear at the 3rd level? a. 92 kN b. 90 kN c. 94 kN d. 88 kN 3. What is the shear at the 6th level? a. 230 kN b. 227 kN c. 221 kN d. 224 kN 4. What is the value of the force at the top? a. 50.5 kN b. 53.75 kN c. 47.25 kN d. 49 kN
Topic in structural theory, Show solutions pls. Thankyou :)
17.4 A horizontal flexural member (a girt) in the wall of a pre- channel. The girt is to span 4 m between simple supports fabricated metal building is composed of a C130 x 12 and is subjected to full-span uniformly distributed line loads as shown. The girt is oriented with the Y-Y (weak) axis in the horizontal plane. The gravity load is 400 N/m and includes the weight of the girt. The wind load is 600 N/m. Find the maximum tensile and compressive stresses. Gravity load Wind load- Y - - Y Ix
The three-hinged spandrel arch is subjected to the loading shown. Determine the internal moment in the arch at point D.
Determine the internal force system acting on section 1 of the circular arch Determine:(Reaction at A) (Shear,'V)(Axial, P,) (Bending Moment, M)
Solve please In the three-pinned arch ACB as shown in figure, the portion AC has the shape UI a parabola with its origin at C, while CB is a straight line. The portion AC carries a uniformly distributed load of intensity 30 kN/m, while the portion CB carries a uniformly distributed load of intensity 18 kN/m. Calculate the normal force, shear force and bending moment at the point D. -4 m 30 kN/m D 9m- 18 kN/m -3m- B 5m-
J
A two hinged parabolic arch of span 30m and rise 6m carries a uniformly distributed load of 20kN/mcovering a distance of 12m from left end. Find the horizontal thrust and the reactions at the twosupports. Also calculate the maximum hogging moment in the arch.
A three hinged parabolic arch ACB is hinged at the supports A and B which are below the crown hingeC by 4 m and 8.5 m respectively. The span of the arch is 30 m. The arch carries a udl of 25 kN/m onthe right half of the span. Find the horizontal thrust at the supports and the maximum positive andnegative bending moments.
Figure Q4 shows a two-hinged arch of parabolic shape supported by pinned at both A and C. The arch is subjected to a uniform distributed load of 15kN/m and concentrated load 30kN as shown in the figure. Determine the vertical and horizontal reaction forces at supports A and D (CO3, C4, PO2, WP1) 30kN 15KN/m B. 6m 6m 4m 10m Figure Q4
A cover-plate beam is made up of a W21x147 section with 300 mm x 12 mm plates attached to the top and bottom flanges and is fastened by two rows of 20 mm rivets. The beam is simply supported over a span of 6m and carries a uniformly distributed load of 270 kN/m including its own weight. The shear capacity of each rivet is 30 kN. Properties of W21x147 Overall depth, d = 560 mm Moment of Inertia, I 0.00151 mm flange web W21x147 FIGURE 18 Determine the distance from the centroid of the cover plate to the neutral axis of the built-up section. Determine the moment of inertia of the built-up section about its neutral axis. Determine the longitudinal pitch of the rivets.
Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 3.) Determine the shear equation for segments B-C 4.) Determine the moment equation of segment C-D 5.) Determine the maximum negative moment 6.) Determine the maximum positive shear 7.) Determine the maximum positive moment 8.) Determine the moment equation for segment A-B 9.) Determine the moment equation at segment F-G 10.) Determine the vertical reactin at F