12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) (A) GI OPEN PECHING4) B-2 ラー3 DEOKING G2 TYPICAL FLOOR FRAMING

12. The area live load on the floor shown above is 40 psf. What is the resulting line load (unit: p/f) that is carried by beam B-1? (Hint: Consider the tributary width for beam B-1, and also consider that there is no floor or load in the opening between the B-1 beams). Show your calculation steps and provide a diagram for the tributary area of the B-1 beams) (A) GI OPEN PECHING4) B-2 ラー3 DEOKING G2 TYPICAL FLOOR FRAMING

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

For the flexible diaphragm below you are given x1 = 39, x2 = 29, y1 = 28, y2 = 22, and w1 = 1.8. Because of limitations with Canvas, please calculate W2 =W1 Y2 Y1 Determine the maximum diaphragm shear per unit length. y₁ x2+ W2 t Уг
A simply supported beam carrying floor joist shown in Figure is made of rectangular wood having a dimension of 50mm x 100mm. Compute the maximumdeflection if E = 8.47 x 10^3MPa (for guijo, stress grade 80).
HYDRAULICS please give the conmplete solution and answer for no.3,4,&5..thank you
PLEASE ANSWER NUMBER 5.32 IN MECH 222 : PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
Please answer it asap for an upvote. El
Please answer all since they are all connected. Thanks UPVOTE will be given! Please write the solutions completely and legibly. Box the final answer. Use two decimal places. A reinforced concrete beam has the following dimensions. The section has a steel cover of 80 mm. The concrete used has strength of 20.7 MPa and yield strength of 280 MPa. The beam is reinforced with 5-28mmø on tension only. a. Determine the depth of the compression block. Check if the steel yields or otherwise b. Determine the distance of extreme compression fiber to neutral axis. c. Determine the ultimate moment.
Design a square base plate to support 10 mm thick pipe column with an inside diameter of 300 mm. The base plate minimum dimension is 500 mm. To design plate thickness, convert the circular perimeter of the pipe into an equivalent square with an area equal to the original circle. The loads are PDL = 850 kN and PLL =420 kN. Assume that the pipe is to rest on a very wide slab. Use A-50 steel and concrete fc’ = 35MPa and LRFD.
Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 1.6P (6 Section at C Wo 28 kN/m W- 11 kN/m Pa 112 kN Pu = 52 kN 3.3m 1.5m 3.9m 8-36mmo 4.6m f- 25 MPa Grade 40 rebars d' 75mm A d 585 mm 4-36mm b-300mm
The following is a cross-section of a tied column reinforced with 16-32 mmø. Using fc' = 28 MPa and fy = 415 MPa. Size of aggregates used is 25 mm. O Computè the safe ultimate load that the column could carry. ® Compute the spacing of the 10 mm wires. 3 . Compute the min. clear cover over the tie wire. O Compute the clear spacing between longitudinal bars. -600 600
Can you please solve the calculations with equations and step by step and use space Gass software for diagrams?I will be grateful to you for this help.All the best and Thank you so much in advance.