Question

What section modulus is required for a Dense No. 1 grade Douglas-fir Larch, spanning 10 ft...

What section modulus is required for a Dense No. 1 grade Douglas-fir Larch, spanning 10 ft with a concentrate dead load of 5000 lb in the middle?

a. 96.77 in3

b. 107.52 in3

c. 250.76 in3

d. 1290.32 in3

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Select a square column section of Douglas fir-larch, No. 1 grade, for a required axial load...
Select a square column section of Douglas fir-larch, No. 1 grade, for a required axial load of 150 kips and unbraced length of 17' a. 10x10 b. 12x12 c. 14x14 d. 16x16 What is the safe factored load for a 6"-diameter standard pipe column with a fixed-fixed end condition 10' tall? a. 154k b. 144k c. 120k d. 162k
Select the lightest, rectangular Douglas fir section for the cantilever beam of 10- ft span that...
Select the lightest, rectangular Douglas fir section for the cantilever beam of 10- ft span that will carry a uniform load of 250 lb/ft
A 12 ft long Douglas Fir (EL = 1.79 msi, S = 6,900 psi) dock beam...
A 12 ft long Douglas Fir (EL = 1.79 msi, S = 6,900 psi) dock beam is 10 inches tall and 4 inches wide. The beam is loaded by a 200 lb/ft distributed load. What is the bending stiffness (EI) of this beam? What is the maximum deflection? What is the maximum stress in the beam? What is the Safety Factor?
A simply supported #1 DF-L (Douglas Fir-Larch) beam 10 foot in length has a uniform load...
A simply supported #1 DF-L (Douglas Fir-Larch) beam 10 foot in length has a uniform load of 100#/ft. The beam is 2 x 12 in the strong axis orientation, and is fully braced, the moisture content is less than 19% and the max deflection is L/360. (include the weight of the beam in your calculations) Find the Tabulated stresses. Find the Allowable stresses Find the actual stresses Is the member adequate.
A 10-foot long, 4x6 column of No. 1 Douglas-Fir Larch supports a factored load of 25,000...
A 10-foot long, 4x6 column of No. 1 Douglas-Fir Larch supports a factored load of 25,000 pounds. The column is pin supported at both ends, but is otherwise laterally unbraced. The column is dry in-use, is not incised, and is subject to normal temperatures. Assuming the governing load combination is (1.2D+1.6Lr), determine whether or not this column is adequate to support the factored load. In your analysis, assume bearing perpendicular to grain does not apply
A Douglas fir 4x8 beam (select structural) is simply-supported (unbraced) and has a span of 10...
A Douglas fir 4x8 beam (select structural) is simply-supported (unbraced) and has a span of 10 FT. it is subject to a dead load of 200 PLF and a live load of 100 PLF. The beam is in an outdoor environment which is not expected to be extremely hot for sustained periods. (a)Determine which timber design parameters/factors (Fb, Fv, Fc, Cm, Ct, etc.) are relevant to bending and explain in words (or show calculations for) your choice of value for...
What are the moment of inertia and section modulus for a rectangle that is 10 in...
What are the moment of inertia and section modulus for a rectangle that is 10 in tall and 5 in wide in the vertical direction? a. I = 416.7 in4, S = 83.33 in3 b. I = 104.17 in4, S = 83.33 in4 c. I = 416.7 in4, S = 41.67 in4 d. I = 104.17 in4, S = 41.67 in4
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam...
Problem 3 A reinforced concrete beam is cantilevered over a span of 10 ft. The beam width is 14”. The beam is supposed to carry a uniformly distributed service dead load of 1.2 k/ft and a uniformly distributed service live load of 0.5 k/ft over its entire span. The dead load includes an allowance for the beam weight. Assume 60- ksi steel and 4,000-psi concrete. 1.Use the design equations to determine the minimum required effective depth (d). 2.Select the tensile...
An iron wire of 10 m long with a cross section area of 2.0 mm2 is...
An iron wire of 10 m long with a cross section area of 2.0 mm2 is used to support a 400-kg load.  Its elongation is (in mm)    (a) 1.5   (b) 9.8    ( c) 15.8  (d) 37.9  ΔL/Lo =(F/A)/Y A wire 10 m long with a cross section area of 3 mm2 stretches by 12 mm when a 500-kg mass was suspended from it.  The Young’s modulus for this wire  is (in Pa)   (a) 1.5   (b) 9.8     ( c) 15.8     (d) 37.9                                        Y = (F/A)/(ΔL/Lo) When a pressure of 3 MPa is...
A reinforced concrete beam is constructed with Grade 30 concrete which has a cross section of...
A reinforced concrete beam is constructed with Grade 30 concrete which has a cross section of 450 mm x 660 mm (b = 450 mm and D = 660 mm). The length of the beam is 5 m. The elastic modulus of the concrete is 32.8 GPa. A uniformly distributed live load of 23 kN/m is acting on the beam. Determine (a) the design bending moment on this beam for strength limit state, (b) modular ratio assuming Es = 200...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT