A 12-inch diameter standard weight fire sprinkler pipe will be supported from the roof framing of a private university Auditorium building. The steel pipe is in accordance with ASME B31 and will be installed with threaded couplings. Seismic bracing will be provided by 2" x 2" x 1/4" steel angles at 20 feet on center in both the longitudinal and transverse directions. Given a weight of the water filled pipe at 80 pounds per lineal foot of pipe and SDS = 0.85g. Calculate the axial force in the brace due to the governing seismic force. W Roof 35° Brace at 20'-0" o.c.

A 12-inch diameter standard weight fire sprinkler pipe will be supported from the roof framing of a private university Auditorium building. The steel pipe is in accordance with ASME B31 and will be installed with threaded couplings. Seismic bracing will be provided by 2" x 2" x 1/4" steel angles at 20 feet on center in both the longitudinal and transverse directions. Given a weight of the water filled pipe at 80 pounds per lineal foot of pipe and SDS = 0.85g. Calculate the axial force in the brace due to the governing seismic force. W Roof 35° Brace at 20'-0" o.c.

Name: 5.. 1- A 12-inch diameter standard weight fire sprinkler pipe will be
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 5.. 1- A 12-inch diameter standard weight fire sprinkler pipe will be supported from the roof framing of aprivate university Auditorium building. The steel pipe is in accordance with ASME B31 and will beinstalled with threaded couplings. Seismic brac

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Determine the work done by the following. Determine the angles between the forces and the displacements. The forces are in Newtons and the displacements are in meters: (a) F = (1, 2, 3) and Δr = (4, 5, 6) (b) F = (1, 2, 3) and Δr = (4, 5, ¬-6) (c) F = (4, 2, 4) and Δr = (2, ¬8, 2)
2.28. A solid cylindrical shaft is found to yield when subjected to a torque of 5 kNm. An identical shaft is now subjected to a bending moment M. Find the value of M that will cause yield assuming that (i) Tresca's theory and (ii) von Mises' theory of yielding applies.
14. Form the Fig.(2) The second moment of area Iyy is then given by; 50mm Imm 120mm 2mm Fig. (2) 2mm 100mm a. Iyy = 4.50* 105mm* b. Iyy = 5.41 * 105mm* c. Iyy d. Iyy = 3.65* 105mmt %3D 1.49 * 10°mm 4 %3D
4. The minimum and maximum velocities of a moon rotating around Uranus are = v - V, and v, = v+v,. Find the eccentricity in terms of v and v,. min max
The forces, whose lines of action are parallel to each other and act in the same directions, are known as .A Coplanar concurrent forces .B Coplanar non-concurrent forces .c Like parallel forces .D Unlike parallel forces
7. A billiard ball is measured to have a diameter of 57 mm. If the density of the billiard ball is 1720 kg/m³. What is its weight in newtons? 1.64 2.41 a. b. C. d. a. 39.8 b. 42.7 8. Two vectors A and B have magnitude and directions of: 20 units @ 30 deg upward to the right and 40 units @ 45 deg upward to the left. Determine the magnitude of their resultant. 3.15 4.23 C. d. 46.6 50.9
3- A loaded structure with a two-dimensional stress state has the stress in the x-axis is 13.5 Mpa, in the y-axis is - 3.2 Mpa, and the shear stress in the x-y is - 4.4 Mpa. a) Write the stress transformation equations b) Calculate o and t for the inclination angle 0 between the n values 0 to 180°, in 15° increments. c) Draw the profile graph of normal stress and shear stress with e in the x-axis d) Obtain from the graph, the principal stresses o,, o,, and 2' maximum and minimum shear stresses Tmax and tmin e) Obtain from the graph the corresponding inclination angle Op1, Op2, Os1, and es2 for each of principal stresses and shear stresses, respectively
)Use the method of MEMBERS to determine the true magnitude and direction of the forces in members1 and 2 of the frame shown below in Fig 3.2.
Problem 3b: Replace the loading with an equivalent resultant force and find a) the perpendicular distance between the resultant and point A, b) the point where the line of action of the resultant would intersect line AB and c) the point where the line of action of the resultant would intersect line BC. y 3 ft 5 ft 3 ft B. 6 ft 60 lb 250 lb 175 lb+ 5 ft A
Find the unknown forces
2000 lb D 90° 4000 lb 90° B. 2000 lb 900 30 90 90° 30 12' C 12 12' G 2000 lb Solve for member CE.
QUESTION 2 The shaft carries four masses A, B C and D respectively. Magnitude of masses A and D respectively are 15 kg and 8 kg. The radius of A is 100 mm, B is 120 mm, 200 mm and D is 150 mm. Planes at every mass arranged 0.5 m from each other and angle between masses A and D is 90° as shown in figure. Find the magnitude and position of the masses B and C relative to the masses A in order to produce complete balance of the system. D