1-87. The beam is made from southern pine and is supported by base plates resting on brick work. If the allowable bearing stresses for the materials are (opine) allow = 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine the required length of the base plates at A and B to the nearest inch in order to support the load shown. The plates are 3 in. wide. Prob. 1-87 A 5 ft 6 kip 5 ft 200 lb/ft B -3 ft-

1-87. The beam is made from southern pine and is supported by base plates resting on brick work. If the allowable bearing stresses for the materials are (opine) allow = 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine the required length of the base plates at A and B to the nearest inch in order to support the load shown. The plates are 3 in. wide. Prob. 1-87 A 5 ft 6 kip 5 ft 200 lb/ft B -3 ft-

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

See similar textbooks

Related questions

Q: 9- The Scale The scale of a drawing is... Lo = X Lo = Lo= e= If e 1: Full size representation. e 1:…

Q: You are trying to plot a drawing using the 1:100 scale, but the drawing will not fit to the plot…

A: The ratio of distance on map to its distance on ground is known as scale. y

Q: What are some of the advantages of CAD over manual designing? Compare the two with the help of…

A: AutoCAD is very useful to visualize the plan of our structure. also, it makes it easy to understand…

Q: Mintzberg's design parameters are- Position, superstructures, lateral linkages, and decision making…

A: Brief concept- Mintzberg's design- The organization is divided into the following key categories…

Q: explain the concept of design workstation with the help of figure and examples

A: Computer-aided design (CAD) is the use of computers (or workstations) to aid in the creation,…

Q: . Explain how AUTOCAD DESIGN CENTER improves efficiency of drawing process.

A: Step: 1 “Since you have asked multiple questions, we will solve the first question for you. If you…

Q: Figure 20-7 Questions 1-10. 44 8. 6 38 20 24 34 Ol 76 8 80 84 88 92 10 Match the dimensions…

Q: Please calculate the centroid x and y bar, and Ixx for the following shapes. Show all work with neat…

A: ## Understanding the Problem**Problem:** Calculate the centroid (x̄, ȳ) and moment of inertia (Ixx)…

Q: I want the answer to be detailed with referenc

A: A contract is an agreement that specifies the rules and regulations that must be followed by two or…

Q: Discuss why geometric design standards are necessary Would you expect design standards to change…

Q: Visit the Web site of an engineering organization, such as ASME, IEEE, or ASCE, and prepare a…

A: According to the new finding, the utilization of oranges diminishes the gamble of diabetes. Thus,…

Q: Who is Engineer John Smeaton? Briefly produce one paragraph description of him and his work.

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Please answer the questions on the picture and draw free-body diagram make sure you show all of your work, Thank you for your help!

1-87. The beam is made from southern pine and is supported by base
plates resting on brick work. If the allowable bearing stresses for the
materials are (opine) allow
= 2.81 ksi and (ºbrick) allow = 6.70 ksi, determine
the required length of the base plates at A and B to the nearest inch
in order to support the load shown. The plates are 3 in. wide.
Prob. 1-87
A
5 ft
6 kip
5 ft
200 lb/ft
B
-3 ft-

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: We have to determine required length of base plate at A and B

VIEW

Step 2: Calculation

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 3 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

Determine the minimum dimension a to the nearestmm of the beam's cross section to safely support the load.The wood has an allowable normal stress of u(allow) = 10 MPaand an allowable shear stress of T(allow) = 1 MPa.
10 mm | | | | 10 mm 50 mm ارت - 50 mm 10 mm 20 kN B 150 mm 910 mm 10 kN D ------- 150 mm Two vertical forces are applied to a am of the cross section sh vn. Determine the maximum tensile and compressive stresses in portion BC of the beam.Show your complete solution and box your answer.
Determine if the channel is adequate for the tension load Pu = 420 kN as shown. The channel is ASTM A-36 steel (Fy = 248 MPa, Fu = 400 MPa) and it is connected with four 16 mm diameter bolts. Determine the block shear strength of the section. Ubs = 1.0 Determine the strength based on gross yielding. Determine the strength based on tensile ruptuture.
7-35. The boards are glued together to form the built-up beam. If the wood has an allowable shear stress of 7allow 3 MPa, and the glue seam at D can withstand a maximum shear stress of 1.5 MPa, determine the maximum allowable shear V that can be developed in the beam. 50 mm 50 mm 50 mm 50 mm D 150 mm 50 mm B 150 mm Probs. 7-34/35
ASAP PLEASE
Q3: А- Oesign a rectangular beam with b = 350 mm, h = 625 mm as shown below. Use f! = 30 MPa, fy = 375 MPa and Ø18 mm for %3D fongitudinal reinforcement. Two lavers of tension reinforcement. PE45 kN Wu,-25 kN/m WUT14 kN/m D.L babulb 5 m B- Check the design of the singly reinforced beam shown below, if fc = 20 MPa and fy = 420 MPa, 030 mm for tension. Why? %3D sed edr arlagead iso t 430 mm 100 mm 300 mm
7-37. Three identical boards are bolted together to form the built-up beam. If the wood has an allowable shear stress of Tallow = 450 psi, determine the maximum allowable internal shear Vv that can act on the beam. Also, find the corresponding average shear stress in the in. diameter bolts which are spaced equally at s = 6 in. 2 in. 2 in. 2 in. 1 in. í in. Probs. 7-36/37
Need right complete solution
5. Using method of sections, determine whether the following are in tension or compression: FH GH GI 1kN h=8m 1kN B 1kN D 4!! C E 5kN 5kN 5kN 1kN H 1kN G IK 6 panels @ 5m = 30m OL
. Determinę the maximum allowable load P that can be safely supported by the frame if t = 32 mm and b = 90 mm. The wood has a normal failure stress of 42 MPa ksi, and a shear failure stress of 8 MPa. Use a factor of safety against failure of 2. а. 74 KN с. 64 KN b. 44 KN d. 54 KN 75 mm K45 45 C B, 75/mm
In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.
2. Please include FBD & make the solutions understandable