6.18 Given: The floor beam in Fig. 6.C with the following information: Pp = 400 lb PL = 1600 lb D + L (ASD) 1.2D + 1.6L (LRFD) L, = 8 ft L2 = 4 ft 4 X 12 Load: Load combination: Span: Member size: Stress grade and species: Unbraced length: Moisture content: Sel. Str. SP , = 0 MC < 19 percent Allow. Afree end < L2/180 Allow. Apetween Deflection limit:

6.18 Given: The floor beam in Fig. 6.C with the following information: Pp = 400 lb PL = 1600 lb D + L (ASD) 1.2D + 1.6L (LRFD) L, = 8 ft L2 = 4 ft 4 X 12 Load: Load combination: Span: Member size: Stress grade and species: Unbraced length: Moisture content: Sel. Str. SP , = 0 MC < 19 percent Allow. Afree end < L2/180 Allow. Apetween Deflection limit:

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

Related questions

Q: /B/Data given as: Casing dimensions(20-in OD, 18.730-in ID,133lbm/ft).(26-in) Hole size.(350 ft)…

Q: Beams, Shear Force and Bending Moment in Beams Problem#3: HOMEWORK Draw Shear Force and Moment…

A: The reaction force acting at A and B due to the symmetry is RA=RB=100+1002=100 lbs For this question…

Q: Tapered beams are used in a variety of applications to save both weight and cost. Indeed, we see…

Q: Example 22.16. Draw the shear force and the bending moment diagrams for the simply Rarted beam…

A: Shear force diagram represents shear force at every section of the beam. Shear force at any…

Q: 1. For the beam shown below, calculate the support reactions. 200 lb Fixed support 38 Ib/ft 6 ft 6…

Q: Total Length Of the beam L = 50 cm, Lı= 17.5 cm , L2 = 10 cm , L3 =7.5 cm and self weight of beam =…

A: Solution: To find: Experimental values of the reaction forces are given. The theoretical values of…

Q: 6.. A cantilever beam is 2.5 m long, and carries a concentrated load of 380 N at its midpoint, and…

Q: Total Length Of the beam L = 50 cm, Li= 17.5 cm , L2 = 10 cm , L3 =7.5 cm and self weight of beam =…

A: L = 50 cm L1 = 17.5 cm L3 = 7.5 cm Self weight = 5 N F1 = 1.5 N F2 = 1 N F3 = 1.5 N

Q: The simple beam shown supports the uniformly distributed load with intensity Wo = 300 N/m. The span…

Q: A cantilever beam of span l, carrying u.d.l. on entire span, slope at free end will be

A: Given data : Length =l UDL=w Slope at free end=θ

Q: Example 10.2. After solving for the support reactions, calculate and then draw the shear and bending…

A: Let RA and RB are the reactions at A and B By using law of equilibrium ΣFy = 0 RA +RB = 60 Taking…

Q: A cantilever beam curved in plan and subjected to lateral loads will develop at any section (a)…

Q: esign a timber beam of hem-fir (S45) to support a uniformly distributed line load of 250 Ib/ft on a…

A: CASE 1 L=10 ft= 120 inch W =1.5 lb/ft = 0.125 lb/inch E= 29000 ksi i=110 in4(∆max) for case…

Q: A cantilever 10 m long caries two concentrated loads, one at the free end and the other at the…

Q: 1. A simply supported 8m span beam with a uniform distributed load of 90KN/m over its entire span,…

Q: Consider one wing aileron w/ rectangular planform. This aileron w/ constant chord has a span of 6 ft…

A: To calculate the maximum bending stress in the beam, we must calculate the maximum bending moment in…

Q: The maximum deflection of a simply supported beam length L with a central load W, is

A: we have to specify the formula for calculation deflection of simply supported beam for central point…

Q: (13) A beam is to be rectangular in section with depth twice the width. The distance between…

Q: Example 4: Determine Aa, and Os for the statically determinate cantilever beam. Use 750 x 800 square…

A: A beam gets deflected by applying an external load over it. There are mainly three types of beams,…

Q: Exercise 7.4 A 5-m-long beam is hinged at end A and roller supported at end B carries udl of 5 kN/m…

Q: Given the following properties of bridge deck girder: Barrier Weight, BW = 7.3kN/m Future wearing…

A: Given the following properties of bridge deck girder: Barrier Weight, BW = 7.3kN/m Future wearing…

Q: Example 12.7. A simply supported beam of span 8 m carries a point load of 20 kN at a distance of 6 m…

Q: 50kip 16kip/ft 10 10 10 Fig. 3 Simple supported beam.

Q: A simply supported beam, 3 in wide by 3 in deep, carries a uniformly distributed load of 80 Ib/ft…

Q: Example 17.6 Detemine the shear flow distribution in the walls of the thin-walled closed section…

Q: QS\ Draw shear force and bending moment diagram for the beam shown below 10kN/m 4m 3m

A: Draw the schematic diagram of the beam.

Q: Consider one wing aileron w/ a rectangular planform. This aileron w/ constant chord has a span of 6…

A: The vertical forces acting on the beam is RA+RB=10×6RA+RB=60 lbs⋯⋯⋯(1) Take moment about A =0…

Q: A uniform wooden beam (SG = 0.65) is 10 cm by 10 cmby 3 m and is hinged at A, as in Fig. At what…

A: The total beam volume is V=30.12=0.03 m2 its weight is…

Q: Q1/ Casing setting depth-3000 ft. Hole Size =17 in, Casing J55 ,54.5 lbm/ft, 13 8. in OD, 12.615 in…

Q: Total beam depth, H = 759 mm Web thickness, tw = 19 mm Flange width, B = 354 mm Flange…

Q: A simply supported beam, having the following properties: 5.5 m length, Mcr = 30 kN-m, Ig =…

A: given; length(l)=5.5muniformly distributed dead load density(w1)=5KN/muniformly distributed live…

Q: A small balcony constructed of wood issupported by three identical cantilever beams (seefigure).…

A: Given Length, L1 = 2.1 m L2 = 2.5 m Design load, w = 5.5 kPa Find Weight of the…

Q: Chapter 8, Reserve Problem 045 (GO Tutorial) A beam having a tee-shaped cross section is subjected…

A: Let us consider the two rectangles 1 and 2 on the cross sectiona of the T section as shown in the…

Q: a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the…

Q: A simply supported beam with a span of 10m has a uniformly distributed load of 35kN/m all throughout…

Q: 1. For the beam shown below, calculate the support reactions. 200 lb Fixed support 38 Ib/ft 60° 6 ft…

Q: A timber dam is made of planking backed by vertical piles. The piles are built-in at the section A…

A: We have given

Q: A rectangular beam 150mm wide and 240mm deep is simply supported at the ends on a span of 4m and…

A: When any beam is subjected to a load, it deflects, and the neutral axis becomes a curved line which…

Q: Determine the maximum flexural stress.

A: The width of the beam is, b=150 mm The depth of the beam is, d=250 mm The distributed load acting on…

Q: Q2. Calculate the slope and deflection of a SSB with span 5m carrying a point load of 20kN at 2m…

A: Given Data, There is a simply supported beam. L = Length of the beam = 5 m E = Young's Modulus of…

Q: R lock Page 7 of 8 Problem 6 14.0 kN 1.5 kN/m bam -1.0 m-1.0 m→* 2.0 m- For the beam shown above…

Q: Example 11.8: A three hinged arch of span 16 m has its abutments A and B at depth of 4 m and 8 m…

Q: Problem 3.8 As illustrated in Fig. 336, consider a cantile- ver beam of 9 kg mass. The beam is fixed…

A: Calculated answer is a little bit deviating because of the accuracy after decimal places. I have…

Q: Compute the initial deflection of the beam at midspan under service loads with the following…

Concept explainers

Processing of Polymer Matrix Composites

The polymer matrix composite is described as a composite material that contains some polymer in the form of either fibers or powder. Polymer matrix composites are also known in short as PMC's.

Question

"Donald breyer; Design of wood structures 6th edition" ,problem number 6.18

6.18 Given: The floor beam in Fig. 6.C with the following information:
Р, 3D 400 lb
PL = 1600 lb
D + L (ASD)
1.2D + 1.6L (LRFD)
L, = 8 ft
L2 = 4 ft
4 X 12
Load:
Load combination:
Span:
Member size:
Stress grade and species:
Unbraced length:
Moisture content:
Sel. Str.
SP
l, = 0
MC < 19 percent
Allow. Afree end < L2/180
Allow. Apetween supports = L1/360
Deflection limit:
a. Size category (Dimension lumber, B&S, or P&T)
b. Reference design values: F,, F, and E
c. Adjusted ASD values: F', F',, and E'
d. Actual stresses (ASD) and deflection: fo, fu, and A
e. Compare the actual stresses and adjusted design values, and determine
if the member is adequate (ASD).
Find:
Lz
Figure 6.C

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 6 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

What is the minimum steel shear area (Av in sq.mm.) of a beam 300mm wide if fc'=21MPa and fy=340? let the spacing of stirrups be equal to 220mm Pls hand written solution
Compute the initial deflection of the beam at midspan under service loads with the following specifications: f'c = 4000 psi, 36-inch height, depth of rebar assumed to be 3 inches less than the height, 16-inch width, 4 #9 bars (tension), Grade 60 rebar, 30' clear spans, service loads of: DL = 0.25k/ft, LL = 1.2k/ft. The DL does NOT include self-weight of the beam or of the precast concrete deck planks that have a weight of 60 PSF. The beam picks up a tributary width of 12 feet. Also, note that this beam is continuous and is the middle beam of 5 equal spans. Check the initial deflections against the ACI deflection requirements. Then calculate the long-term deflections and check those against the ACI requirements. For both situations, assume that finish materials will be attached to the beam. Last: Instead of performing a structural analysis to determine the maximum deflection in the beam, conservatively figure that the maximum deflection will be 60% of what it would have been for a…
Two beams of circular cross section, one solid and other hollow are of same material and are equally strong in bending. If the inside diameter of the hollow section is three fifths of the external diameter, compare the areas of the section of two beams.
Total beam depth, H = 759 mm Web thickness, tw = 19 mm Flange width, B = 354 mm Flange thickness, tf = 32 mm What is The moment of inertia Ix about the principal axis?
Given the following properties of bridge deck girder: Barrier Weight, BW = 7.3kN/m Future wearing surface load = 1.20 kPa, Span length, L=12.0 m, Load of stay-in-place metal forms, wsmf=0.335kPa Unit wt of concrete, wc=23.54 kN/m³ Slab thickness = 200mm. •Determine the shear and moment per interior girder due to Dead Load, DC. •Determine the shear and moment per interior girder due to Dead Load, DW.
A simply supported beam is subjected to a uniform service dead load of 1.2 kips/ft (including the weight of the beam), a uniform service live load of 1.8 kips/ft. The beam is 40 feet long, and it has continuous lateral support. If A992 steel is used, and the live load deflection must not exceed L/360, Is a W30 x 99 adequate? (for moment, shear, and deflection).
A horizontal beam under bending has a maximum bending stress of 100 MpA and a maximum shear stress of 20 Mpa. What is the maximum principal stress induced in the beam.
The maximum normal bending stress in a beam, Mc/I, occurs along the beam where the bending moment is
A simply supported beam 10 m long has an overhang of 1.1 m at the left support. If a highway uniform load of 12.02 kN/m and a concentrated load of 194 kN, passes thru the beam, compute the maximum positive shear (kN) based on influence line for maximum shear at mid span.
A cantilever beam curved in plan and subjected to lateral loads will develop at any section (a) Bending moment and shearing force (b) Bending moment and twisting moment (c) Twisting moment and shearing force (d) Bending moment, twisting moment and shearing force
A timber dam is made of planking backed by vertical piles. The piles are built-in at the section A where they enter the ground and they are supported by horizontal struts whose center lines are 10 m above A. The piles are spaced 1 m apart between centers and the depth of water against the dam is 10 m. Assuming that the thrust in the strut is two-sevenths the total water pressure resisted by each pile, sketch the form of the bending moment and shearing force diagrams for a pile. Determine the magnitude of the bending moment at A and the position of the section which is free from bending moment. (Cambridge). i. 238 kN-m; 0.75 m from A. ii. 238 kN-m; 0.75 m from B.
Draw the shear force and bending moment diagram for a cantilever beam subjected to uniformly distributed load.