A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTSB.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTSITEM 1.025 kN/mADВC--3 m----10 m--4 m-|EI = constantE = 200 GPaI = 500(106) mm4

GIVEN BEAM IS A OVERHANG BEAM WHICH IS OVERHANG ON BOTH THE SIDES TOTAL LENGTH OF SPAN=17m…

Answered: A.) CREATE A SHEAR DIAGRAM BY AREA…

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

Give me right solution according to the question
DETERMINE THE PROPER POSITION OF THE C-PURLIN IF THE LOAD IS SUBJECTED DOWNWARD. 1. DETERMINE THE MOMENT OF INERTIA WITH RESPECT TO ITS CENTROIDAL X-AXIS (Uit: mm^4) 2. DETERMINE THE MOMENT OF INERTIA WITH RESPECT TO ITS CENTROIDAL Y-AXIS (Unit: mm^4) 3. PROPER POSITION OF THE PURLIN (A or B) (A) (B) 10 mm I80 mm 100 mm 10 mm 10 mm 100 ma 10 mm 180 mm 001
DO ONLY A. I WANT IT TYPEWRITTEN. I'LL UPVOTE ONLY IF TYPEWRITTEN. THANK YOU. DON'T ANSWER IF YOU ALREADY ANSWERED THIS
How Determin # As for the beam show in figre (including self weight) (P=35 M²-i fy=420) well kN/m WL=24 K~/3 590 250 5m
Que. 2 A steel plate is 30 cm wide and 10 mm thick. A rivet of nominal diameter 18 mm is driven. The net sectional area of the plate is L 1.95 10mm
pdf - Adobe Acrobat Reader DC (32-bit) in Window Help Timothy A_Philpot. Bending stress H.W. x C 다 1 /2 111% b, H.W 1 A beam is subjected to equal bending moments of M, = 45 kip ft, as shown in Figure 1a. sions (Figure1b) 6.0 in., bz = 3.0 in., and dz = 2.0 in. Determine The cross-sectional dimen- are b1 = 7.5 in., d = 1.5 in., b2 = 0.75 in., d, = K (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. State whether the normal stress at H is tension or compression. (c) the bending stress at point K. State whether the normal stress at K is tension or compression. M. d b, M. d (d) the maximum bending stress produced in the cross section. State whether the stress is tension or compression. FIGURE 1. a FIGURE 1.6 H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2 b. determine: The Consider the entire 24-ft…
Q2/ For the 60m simply supported beam having fc-30MPa and fy=420MP, calculate the immediate deflection due to dead load. As shown in figure below the service dead load on beam, not including own weigh: 250kN and service live load=-150kN. Take d-492mm. D.L=250KN LL-150KN 0.55m As 500mm 2 A=(³-20x²+x²) 2.00m 2.00m 6.00m 11 2.00m C.35m i ---
4. The plate shown in the figure is fastened to thefixed member by seven 10-mm-diameter rivets.Compute the value of the loads P so that theaverage shearing stress in any rivet does notexceed 70 MPa.

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

A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- --4 m- EI = constant E = 200 GPa I = 500(106) mm4