LESSON 18: INCREASING EFFICIENCY WITH BUILT-UP ... · Web viewLesson 23: Slope-Deflection IV –...

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CE412 Spring 2018 Lesson 23: Slope-Deflection IV – Frames With Sidesway “If I’m not back in 10 minutes, wait longer." ~Ace Ventura LESSON 23: SLOPE-DEFLECTION IV – FRAMES WITH SIDESWAY Wednesday, March 21, 2018 LESSON OBJECTIVES 1. Solve unknown slopes (and moments) in beams when transverse deflection may occur. 2. Solve unknown slopes (and moments) in frames when sidesway is prevented. READING AND LESSON SCOPE: Hibbeler (8 th edition) Sections 11-5. Examples 11-7 11-8, and 11-9 should be reviewed thoroughly. FIXED-END MOMENTS FOR TODAY (Complete Chart in the back of Hibbeler) HOMEWORK ASSIGNMENT (Due Wednesday): Problem 1: Plot the moment diagram if support B settles 0.15 ft. Given: E=29000 ksi, I=8000 in 4 . A is fixed, B and C are rollers. Problem 2. Determine the moments at the end of each member and plot the shear and moment diagrams. A and D are fixed foundations, B and C are rigid connections. EI is constant.

Transcript of LESSON 18: INCREASING EFFICIENCY WITH BUILT-UP ... · Web viewLesson 23: Slope-Deflection IV –...

Page 1: LESSON 18: INCREASING EFFICIENCY WITH BUILT-UP ... · Web viewLesson 23: Slope-Deflection IV – Frames With Sidesway Wednes day, March 2 1, 2018 Lesson Objectives Solve unknown slopes

CE412 Spring 2018 Lesson 23: Slope-Deflection IV – Frames With Sidesway “If I’m not back in 10 minutes, wait longer." ~Ace Ventura

LESSON 23: SLOPE-DEFLECTION IV – FRAMES WITH SIDESWAYWednesday, March 21, 2018

LESSON OBJECTIVES1. Solve unknown slopes (and moments) in beams when transverse deflection may occur.2. Solve unknown slopes (and moments) in frames when sidesway is prevented.

READING AND LESSON SCOPE: Hibbeler (8th edition) Sections 11-5. Examples 11-7 11-8, and 11-9 should be reviewed thoroughly.

FIXED-END MOMENTS FOR TODAY (Complete Chart in the back of Hibbeler)

HOMEWORK ASSIGNMENT (Due Wednesday):Problem 1: Plot the moment diagram if support B settles 0.15 ft. Given: E=29000 ksi, I=8000 in4. A is fixed, B and C are rollers.

Problem 2. Determine the moments at the end of each member and plot the shear and moment diagrams. A and D are fixed foundations, B and C are rigid connections. EI is constant.


Lesson 22: Multistory frames with sidesway - NPTELnptel.ac.in/courses/105105109/pdf/m3l22.pdf · Analyse multistory frames with sidesway by the ... Such frames can also be analysed

Lesson 22: Multistory frames with sidesway - NPTELnptel.ac.in/courses/105105109/pdf/m3l22.pdf · Analyse multistory frames with sidesway by the ... Such frames can also be analysed

Wednes day , August 7 th

Wednes day , August 7 th

Sidesway Web Buckling of Steel Beams[1]

Sidesway Web Buckling of Steel Beams[1]

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Lesson 17: Slope Deflection analysis : Frames with side sway · 1. Derive slope-deflection equations for the frames undergoing sidesway. 2. Analyse plane frames undergoing sidesway.

Lesson 17: Slope Deflection analysis : Frames with side sway · 1. Derive slope-deflection equations for the frames undergoing sidesway. 2. Analyse plane frames undergoing sidesway.

)1-1 · 2012-08-01 · the problem of sidesway bucklipg of partially yielded frames is solvedo The method of solution is based on a modified moment distribution procedure in which

)1-1 · 2012-08-01 · the problem of sidesway bucklipg of partially yielded frames is solvedo The method of solution is based on a modified moment distribution procedure in which

Chapter 6: Analysis and Design of Beam-Columns · 5 Interaction Formula Pu = Pnt + B2 Plt • Pnt: Axial load assuming that no sidesway occurs (no translation). • Plt :Axial load

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CALIFORNIA TECHcaltechcampuspubs.library.caltech.edu/234/1/1949_01_13_50_12.pdf · lectures resume their weekly pace after a bet ween term letup. The subject for next Wednes day's

CALIFORNIA TECHcaltechcampuspubs.library.caltech.edu/234/1/1949_01_13_50_12.pdf · lectures resume their weekly pace after a bet ween term letup. The subject for next Wednes day's

Electronic Journal of Structural Engineering 12(1) 2012 ... - Column Analogy Paper.pdf · geous in taking care of sidesway without any special consideration like, for instance, in

Electronic Journal of Structural Engineering 12(1) 2012 ... - Column Analogy Paper.pdf · geous in taking care of sidesway without any special consideration like, for instance, in

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Lesson 21:Moment distribution method for frames with NŞ314/icerik/m3l21_The moment... · PDF file21.2 Procedure A special procedure is required to analyze frames with sidesway using

Lesson 21:Moment distribution method for frames with NŞ314/icerik/m3l21_The moment... · PDF file21.2 Procedure A special procedure is required to analyze frames with sidesway using

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Wednes day , January 23 rd

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Lesson 21:Moment distribution method for frames with …21.1 Introduction In the previous lesson, rigid frames restrained against sidesway are analyzed using moment-distribution method.

Lesson 21:Moment distribution method for frames with …21.1 Introduction In the previous lesson, rigid frames restrained against sidesway are analyzed using moment-distribution method.

St. Paul’s-in-the-Pines Raising Tara Bartal ... Women’s Bible Study, Education for Ministry, Lenten Study, Wednes- ... self-centric, and unrealistic.

St. Paul’s-in-the-Pines Raising Tara Bartal ... Women’s Bible Study, Education for Ministry, Lenten Study, Wednes- ... self-centric, and unrealistic.

I Sanniti e Le Guerre Sannitiche Wednes - per

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Audition Packet - storage.googleapis.com vie Page of Mary Poppins. Audition Packet. IMPORTANT DATES. Wednes day, October 5th, 201 6, 6:30 pm. …

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