A beam 10 m long is simply supported 1 m from each end. It is made of two C 380 x 50 channels riveted back to back and used with the webs vertical. Determine the total uniformly distributed load (KN/m) that can be carried along its entire length without exceeding flexural stress of 120 MPa. -C 380 X 50 W N/M A B R

A beam 10 m long is simply supported 1 m from each end. It is made of two C 380 x 50 channels riveted back to back and used with the webs vertical. Determine the total uniformly distributed load (KN/m) that can be carried along its entire length without exceeding flexural stress of 120 MPa. -C 380 X 50 W N/M A B R

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: Considering the effects of the prestressing forces (assume no loss) and the working loads (include…

Q: A W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use…

Q: Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section…

Q: A steel pipe (D = 3.500 in.; d = 3.068 in.) supports a concentrated load of P = 644 lb as shown. The…

Q: 2 KN m A simply supported I-beam has the following loadings, calculate the magnitude and location(s)…

Q: For the overhanging rolled steel beam with an American standard flange cross- section, identify…

Q: L 32 mm L Cross-section K, aran : 17 nam + 6 E= 200 kN/mm m = 15 kg KI= lo kN/m Find f

Q: A simply supported wood beam of length L = 8 ft carries a concentrated load Pat midspan, as shown.…

Q: A 33 m beam has two supports. It overhangs each support by 5 m. The beam carries a point load of 600…

A: Draw the beam according to the question.

Q: Q5: For the beam ABC which is supported by a pin at (B) and attached to a steel bar at (A).…

Q: (a) Determine the maximum bending stresses o,, 0, produced in the timber planks and the steel plate…

Q: The plate shown is made of UNS G10350 cold drawn steel (Sy=460 MPa and Su=550 MPa),and is fastened…

A: First of all, make a FBD of the diagram as shown below,

Q: The wood has an allowable normal stress of σallow = 15 MPa and an allowable shear stress ofτallowt =…

A: Given data: Allowable bending stress=15MPa Allowable shear stress=1.33MPa

Q: The wood beam supports loads of w = 410 Ib/ft and P = 840 lb on span lengths of LAB = 10.8 ft, LBC =…

Q: A composite beam is fabricated by bolting two 2.6-in.-wide by 13-in.-deep timber planks to the sides…

Q: An 8-m cantilever beam has a uniformly distributed load of 12 kN.m throughout its entire length and…

Q: A 33 m beam has two supports. It overhangs each support by 5 m. The beam carries a point load of 600…

A: Given Data- An overhanging beam given We have to find support reaction

Q: support the uniform distributed load of u=1,68 kip/ft and a concentrated force which is applied at…

A: The W24 ×104 A - 36 steel beam Uniform distributed load W = 1.68 kip/ft (VA ) v1 = WL⁴/ 8EI (VA )…

Q: as a I loading that is linearly distributed from w th a fixed support at A. Added support is su = 18…

A: given:wa=470lb/ftwc=260lb/fta=18ftL=23ftP=5000lb

Q: Problem 3: Determine the support reactions at the fixed end B for the cantilever due to the loading…

A: The support reactions can be calculated using the three statics equations given below as- 1. Take…

Q: A 33 m beam has two supports. It overhangs each support by 5 m. The beam carries a point load of 600…

A: Given that: Length of the beam = 33 m It has two supports Overhang at both supports = 5 m 600 kN…

Q: 7. A 33 m beam has two supports. It overhangs each support by 5 m. The beam carries a point load of…

Q: Esteel=20Ewood- Owood = 10 MPa. OSteel= 150 MPa wood Steel \00 mm

Q: Solve the components of force at B along ABC beam 2m hm D - 23m A and F = hinge Support B, C and E…

A: The radius of the wheelThe force acting on the cableAnd all the dimensions are given in the…

Q: A beam simply supported at the ends of a 25-ft span carries a uniformly distributed load of 1000…

Q: A 100 mm diameter bar is used as a simply supported beam 4m long. The value of * :uniform…

Q: A composite beam is fabricated by bolting two 3.8-in.-wide by 13-in.-deep timber planks to the sides…

A: Given Data: wt=3.8 inht=13 inws=0.7 inhs=13 inEt=1730 ksiEs=30400 ksiL=16 ftLAB=LCD=4 ftLBC=8…

Q: A wooden beam of cross-section 80 mm × 240 mm rests on an earth foundation. The modulus of…

A: A wooden beam with a cross section of 80 mm×240 mm is known to sit on an earth base.Wood has a…

Q: A beam of 4-m span is in the form of a cross bar as shown in Fig.5 It carries a uniformly…

A: Given: The beam span, L = 4 m The UDL, w = 40 kN/m

Q: Calculate the value of El6 at the center of the supports of the beam in the following figure: 120 kN…

Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

A beam 10 m long is simply supported 1 m from each end. It is made of two C 380 x
50 channels riveted back to back and used with the webs vertical. Determine the total
uniformly distributed load (KN/m) that can be carried along its entire length without
exceeding flexural stress of 120 MPa.
C 380 X 50
W N/M
A
D
B
C-
R

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 1 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

Question 4 of 7 View Policies Show Attempt History Current Attempt in Progress * Your answer is incorrect. A cantilever timber beam with a span of L = 2.5 m supports a uniformly distributed load w. The beam width is b = 270 mm and the beam height is h = 140 mm. The allowable bending stress of the wood is 7.9 MPa. Determine the magnitude of the maximum load w that may be carried by the beam. Answer: w=i 6.689 eTextbook and Media Save for Later 0/15 kN/m. Attempts: 1 of 3 used Submit Answer
Question 1) F=11 kN single load, M=22 kN.m moment andA distributed load of w=5 kN/m is effective. The length L is also given as L=5 m.The cross-sectional properties of the beam are; body height Hg=218 mm, body thickness xg=18 mm, flangewidth xf=190 mm, flange height yF13 mm. Point E on the section is flange-It is located just below the body junction. In the section taken from the B line of the beamIt is desired to determine the stress state. According to this;Question 1-A) Find the support response (DY) at point D. (Return your result in kNQuestion 1-B) Find the support response (Ay) at point A. (Return your result in kNwrite.)Question 1-C) Find the shear force (VB) at point B. (KN your resulttype in size.)
As the safe normal stress of the wood used for the beam and loading condition shown in the figure is 12 MPa, determine the optimum cross-section height (mm) of the beam.
For the beam shown in Fig. Determine the value of the 34mm distributed load W if the maximum shear stress is 30 2 m 2 m MPa. 800 mm 16 mm 125 mm 300 mm
A rolled l-shaped beam is connected to a steel girder by 4-25mm bolts as shown. Determine the maximum end reaction that the beam can resist. (tw=15mm, Fy=248 MPa, Fu=400MPA) 60 mm 25-mm bota JO B0 mm W 14 x 211 Y2-100 mm angle leg 60 mm
Ql: An I-section shown in Fig. is simply supported over a span of 15 m. If the maximum permissible bending stress is 90 N/mm?, what concentrated load can be carried at a distance of 5 m from one support? 100 mm 11.5 mm V 7.5 mm W 225 mm N. A B 5m. 15 m 11.5 mn
A 200 mm square hollow section at 15 mm thick, is used as simply supported beam both ends. The simple beam carries 10 kN/m uniformly distributed load applied on its entire span. Determine the maximum flexural stress (kPa) caused by the uniform load.
Picture given below; There is a uniformly distributed load on the beam, which is made of Al2010 (T4) alloy T-profile and is connected to the "A" sliding bearing with "B" joint fixed support. Safe compression and tensile normal stress of the beam is Gemn=100 MPa. q=23 kN/m C-C Kesiti + 15 | 18 | 15 q=23 kN/m A유 30 cm 100 cm 150 cm 16 KİRİŞ T- PROFİLİ 74 Ød MAFSAL PİMİ Ölçüler mm dir. 104 S-1) Calculate the support reactions by drawing the SCD of the beam. S-2) The beam; a) Draw the shear force diagram, b) Moment diagram and determine the maximum moment. S-3) Find the x and y axis coordinates of the center of gravity of the cross-sectional area of the beam whose T-profile dimensions are given. S-4) Find the moments of inertia with respect to the vertical and horizontal axes passing through the center of gravity of the T-profile cross-section area. S-5) Find the tensile and compression stresses caused by bending on the beam with T-profile and check the safe carrying condition of this…
The three concentrated load is supported by a T beam shown in figure. Determine the maximum value of P so that Gensile ≤ 12 ksi and compressive ≤20 ksi. 2in K 3P 4ft 7ft R₁ 7ft 4ft R₂ k4in 8in 2in
مقاومة المواد
E- 27X10N/mm 30 KN/m B. B. 4s KN/m fouN B. R, Rs Plz caleulate the support reaitiom wof structure ond the shear force/ bend ng morment diagram of the upper left beam B,
Alaminated beam is composed of three planks, each 150mm. by 60mm, glued together to form a section 150mm wide by 180mm high. The allowable shear stress in the glue is 600kPa, the allowable shear stress in the wood is gook Pa, and the allowable flexure stress in the wood is 8 MPa. Determine the maximum uniformly distributed load which can be carried by the beam on a 2-m simple span.