A steel pipe will be installed and extends almost from one wall to another. The walls are 62.2 m apart. The pipe has a steel elbow at each end, and the design length of the pipe plus elbows is 61.5 m at 24.3 ºC. A clearance of 210 mm has to be left at either end of the pipe, for bracing to the wall. If the pipe is to carry steam at 375 ºC. (a) will it fit? (b) At what temperature will it just fit?

A steel pipe will be installed and extends almost from one wall to another. The walls are 62.2 m apart. The pipe has a steel elbow at each end, and the design length of the pipe plus elbows is 61.5 m at 24.3 ºC. A clearance of 210 mm has to be left at either end of the pipe, for bracing to the wall. If the pipe is to carry steam at 375 ºC. (a) will it fit? (b) At what temperature will it just fit?

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

Do it urgently
Design Engineer ing - Calculate the ultimate moment capacity of a 5-in. (125-mm) thick one-way solid slab reinforced with No. 5 (16-mm) bars spaced at 4 in. (100 mm). Given: f. = 4 ksi (28 MPa) and f, - 60 ksi (420 MPa).
A 2.75-m-diamter wood-stave pipe has 9m3/s of water entering through a horizontal 30-degreesreducing bend where the other end is 1.82 m indiameter. The curved portion is made of steel plate toresist rupture and the bend is embedded in concreteblock weighing 2400 kg/m3. The pressure at entranceof the bend is 138 kPa. The combined weight of thebend and its content is 268 kN. Neglecting friction inthe flow, compute the minimum volume of concreteblock holding the bend that can withstand the thrust ofwater on the bend assuming the coefficient of frictionbetween the concrete and its foundation is 0.30.
Determine the reaction(s) at each support for the beam loaded as shown. Please indicate FBD and complete solutions. Thank you tutors ?
Utilize Portal method NEED FAST COMP
Determine the force F that necessary to keep the gate ACB (2 m wide) at its position. A Water Oil, SG = 1.5 Parapolic 4 m 3 m B. Hinge 9 m
Problem Number 5 h = 8 m LA 13. Calculate the force at member Gl O a. 13.13kN C O b. 13.13kN T O c. 15.15kN C d. 15.15kN T 1 kN 1 kN J B 1 kN F D E 5 kN 5 kN 5 kN 1 kN 1 kN K -6 panels @ 5 m = 30 m- H
Determine the force F that necessary to keep the gate ACB (2 m wide) at its position. F A Water Oil, SG = 1.5 Parapolic 4 m 3 m х Di Hinge { / Y 9 m
For the flexible diaphragm below you are given x1 = 39, x2 = 28, y1 = 32, y2 = 20, and w1 = 2.0 (w2 is not necessary for this problem). Determine the maximum collector force. yi X₁ w₁ * x2+ W2 * Уг f
The floor system below is subjected to a uniformly distributed live load of 4.8 kN. The members are made of concrete that weighs 23.5 kN/m?. Required: The live load and dead load reactions for members GE-1, BI-1, and load on column CE-1. STRUCTURAL THEORY
Determine end reaction for Beam 1 (B-1). L1 L2 B-1 L2 L2 L2 • L1 = 20 ft • L2 = 6 ft Live load = 50 psf • 4" Thick concrete slab (density = 150 pcf) • 5/8" Thick terrazzo (12 Ib/ft2/in) • Beam weight = 30 lb/ft Girder weight = 22 lb/ft Please round to the nearest one. One end reaction for B-1 = Ibs MacBook Air 吕0 F3 F7 F4 F5 F2 & * @ 7 8. 2 3 W E R T Y