solve the following problem with step by step solutions and explain each step carefully. Please show work on paper. Thank you 6 m1/3 x1000 N/mA cantilever beam, 50 mm wide by 150 mm high and 6 m long, carries a load that variesuniformly from zero at the free end to 1000 N/m at the wall. (a) Compute the magnitude andlocation of the maximum flexural stress. (b) Determine the type and magnitude of the stressin a fiber 20 mm from the top of the beam at a section 2 m from the free end.

Answered: Image /qna-images/answer/0a10420c-c6fa-46f9-8f32-434b211e58c6.jpg

Answered: 6 m 1/3 x 1000 N/m A cantilever beam,…

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

Assume that 4-18mm diameter rivets join the plates that are each 120mm wide. The allowable stresses are 120MPa for bearing in the plate material and 60MPa for shearing of rivets. Determine the following:a. The minimum thickness of each plateb. The largest average tensile stress in the plate F=70
Please sovle this issue what they requested
A central horizontal section of a hook is a trapezium with inner width =80mm, outer width=50mm and depth 150mm. The centre of curvature of the section is at a distance of 120mm from the inner fibre and the load line is 100mm from the inner fibre. What maximum load, the hook will carry if maximum stress is not to exceed 120MN/m².
Value of effective stress at point C
Beam AZ, 2 in wide and 4 in high, is subjected to a loading condition as shown. Determine: a. the maximum fiber stress b. the stress in a fiber located 0.5 in from the bottom of the beam midspan.
PLEASE ANSWER ASAP TY! a) Determine the cross-sectional area of the structural tube (in mm2) b) Determine moment of inertia of the cross-section about the neutral axis (in mm4) c) What is the maximum normal stress at point K (in MPa)? Include negative sign if compressive. d) What is the axial stress at section H-K (in MPa)? Include negative sign if compressive. e) What is the flexural stress at section H-K (in MPa)? f) What is the maximum normal stress at point H (in MPa)? Include negative sign if compressive.
Time left 0:16:22 (CLO 1, 2)Determine the stress in the Aluminum rod (Psi) after the load 142 (kips) is applied. The light rigid bar ABCD is pinned at B and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free. Steel L = 3 ft A = 0.5 in? E = 29 x 10° psi 4 ft - Aluminum P. 2 ft 2 ft-> L= 4 ft A = 0.75 in? E = 10 x 10° psi %3D
The 200-mm square aluminum block supports a compressive load of 300 kN. What is the area of the cross section a-a in mm2 ? What is the normal force Pn on section a-a in KN? What is the shearing force V on section a-a in KN? What is the normal stress acting on section a–a in MPa? What is the shearing stress acting on section a–a in MPa? The yoke-and-rod connection is subjected to a tensile force of 5 KN. What is the average normal stress in rod 40mm Ø in MPa? What is the average normal stress in rod 30mm Ø in MPa ? What is the average shear stress in the pin A between the members in MPa ?
Determine the largest weight “W” that can be supported by the two wires AB and AC. The working stresses are 100MPa for AB and 150MPa for AC. The cross sectional area of AB and AC are 400mm2 and 200mm2 Compute “W” due to the stress capacity of AB Compute “W” due to the stress capacity of AC. Determine the safest value of “W”.
Determine maximum shear stress
From the figure shown, what is the stress at top fiber at its final stage on the fixed-end if the beam is 500mm x 1000mm with eccentricity at 400mm placed above the neutral axis. Assume allowance of losses of 15% and a prestressing force of 800KN. (MPa) 15 KN|m 20KN 12m
Determine the largest permissible value of P for the beam and loading shown, knowing that the allowable normal stress is +80 MPa in tension and -115 MPa in compression. 0.2 m B 0.4 m. 0.2 m D 12 mm H 96 mm The largest permissible value of P is 48 mm 12 mm kN.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS