A plank 10 ft long is placed in a horizontal position withits ends resting on two inclined planes, as showm in Fig. P-530. The angle of friction is 20°. Determine how close theload P can be placed to each end before slipping impends.A MATHalino.com10 ft30°MATHalino.com45°Figure P-530B.

Answered: Image /qna-images/answer/70938e79-8b72-40a7-b1fa-dd5008a9db88.jpg

Answered: A plank 10 ft long is placed in a…

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

need a complete and clear solution
1. Given the figure below. The rivets are 25 mm in diameter. Calculate the maximum safe load P that can be applied in the connection if the Shearing stress in the rivets is limited to 97 MPa and the bearing stress in the plates is limited to 125 MPa. a. 190.46 KN b. 162.75 KN C. 250 KN D. 225 KN P egnibsol arif to tiuzes es menpsib iseria ali aworie rhand behoque vigme A m.VIX ni inomom naqe mum20mm Sheerle navig ont of flueen lw BA nete O 120mm p 100m .0 is bsol bateineando arif eitadW.2 100
A structural engineer has drawn the shear force diagram (SFD) for a beam as shown in figure below. He assumed the sign convention for shear force as downward force acting on the right of the section as positive and vice versa. All the loads acting on beam are vertically downwards. No couple is acting on any part of the beam. 17.408 kN 5 kN +ve SFD Parabola A O kN B D. OkN E -Ve SFD ve SFD 8.26 kN 10.792 kN 1.5 m 1m 6 m 2m a) Locate the position of supports on the beam. Identify the type of the beam. b) What type of loads are acting on the beam? Calculate the magnitude and position or extent (length of the beam) of the each load acting on the beam c) What are the magnitudes of support reactions?
ASAP Dont round off initial values pls, round off final ans only tyy
Draw the shear diagram for the following beam
The floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of 40 lb/ft?. Draw the loads with magnitudes on the following structural members: а) BI b) В2 с) ВЗ d) B4 e) Gl f) G2 g) G4 6 @ 7' = 42' C4 G1 B3 B2 2 @ 15' = 30' G4 G3 G2 BT 5 @ 6' = 30' 42' 36' For the same floor plan shown above and assuming the same floor loads and that the building consists of four floors, determine the following: a) The dead load on column Cl in the first floor. b) The live load on column C2 in the second floor. Consider live load reduction. c) The sum of the dead plus live loads on column C3 in the third floor. Consider live load reduction. OT
00" zain IQ docs.google.com/forms O no one 10/ find the bearing stress between bolts and plate 5 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 125 MPa 12.5 MPa 250 MPa no one O 5/5 find the normal stress at left of int D + ...
i need clear ans and solve very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛
Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50 From Situation 1: c. Compute the Euler's Buckling load (kips) Round your answer to 3 decimal places. Add your answer From Situation 1: d. Governing Nominal Compressive strength based on AISC E3-2 or E3-3 (kips) Round your answer to 3 decimal places. Add your answer
Six 7/8-in-diameter rivets fasten the plate in Figure below to the fixed member. Determine the average shearing stress caused in each rivet by the 15 kips loads. What additional loads P can be applied before the shearing stress in any rivet exceeds 9100 psi?
Estimate the flexural (hogging and sagging)
An office decided to centralize its paper files. All the file cabinets in one department will sit in a row. The file cabinets sit over a floor joist. The cabinets are positioned perpendicular to the joist with the centers based on depth directly over the joist. Each file cabinet is 18 in. wide by 30 in. deep and weighs 300lb. Determine: (a) the total load on the one joist (neglect the weight of the floor itself) (b) the load transferred to the beam located at each end of the joist (assume the cabinets are centered on the joist length) (c) the maximum bending moment in the joist (d) the maximum flexural stress in the joist

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 plank 10 ft long is placed in a horizontal position with its ends resting on two inclined planes, as shown in Fig. P- 530. The angle of friction is 20°. Determine how close the load P can be placed to each end before slipping impends. A MATHalino.com В 10 ft 45 30° MATHalino.com Figure P-530