Search this site
Skip to main content
Skip to navigation
Seeing Structures
Home
Courses / Topics
Statics
To The Student
To the Instructor
Effective Communication
1 - Forces
2 - Moments
3 - FBDs + E.o.E.
4 - Connections and reactions
5 - Static Equivalency
6 - Centroid of an Area
7 - Friction
8 - Beams
Beams Problem 01
Beams Problem 02
Beams Problem 03
Beams Problem 04
Beams Problem 05
Beams Problem 06
Beams Problem 07
Beams Problem 08
Beams Problem 09
Beams Problem 10
9 - Trusses
10 - Cables
11 - Machines
12 - Fluid Statics
13 - 3D Statics, Part I
14 - 3D Statics, Part II
15 - 3D Statics, Part III
16 - Internal Forces (and Moments)
17 - Shear and Moment Diagrams
18 - Moment of Inertia
Statics Terms
Mechanics of Materials
00 - Effective Communication
01 - Average Normal Stress
02 - Average Normal Strain
03 - Properties of Materials
04 - Shear Stress and Strain
05 - Poisson's Ratio & Hooke's Law (3D)
06 - Axial Deformation
07 - Thermal Effects
08 - Pressure Vessels
09 - Indeterminate Axial I
10 - Indeterminate Axial II
11 - Shear and Moment Diagrams I
12 - Shear and Moment Diagrams II
13 - Centroid and Moment of Inertia
14 - Beam Stresses I
15 - Beam Stresses II
16 - Beam Stresses III
17 - Beam Stresses IV
18 - Beam Deflection I
19 - Beam Deflection II
20 - Beam Deflection III
21 - Beam Deflection IV
22 - Torsion I
23 - Torsion II
24 - Torsion III
25 - Columns I
26 - Columns II
27 - Columns III
28 - Allowable Stress Design I
29 - Allowable Stress Design II
30 - Allowable Stress Design III
31 - Combined Loads I
32 - Combined Loads II
33 - Combined Loads III
34 - Stress Transformation I
35 - Stress Transformation II
36 - Stress Transformation III
Structural Analysis
Construction
Design
Preservation
General resources
Site documentation
Materials
Masonry
Wood
Concrete
Iron and Steel
Structural Analysis
Research
About
About
Seeing Structures
Home
Courses / Topics
Statics
To The Student
To the Instructor
Effective Communication
1 - Forces
2 - Moments
3 - FBDs + E.o.E.
4 - Connections and reactions
5 - Static Equivalency
6 - Centroid of an Area
7 - Friction
8 - Beams
Beams Problem 01
Beams Problem 02
Beams Problem 03
Beams Problem 04
Beams Problem 05
Beams Problem 06
Beams Problem 07
Beams Problem 08
Beams Problem 09
Beams Problem 10
9 - Trusses
10 - Cables
11 - Machines
12 - Fluid Statics
13 - 3D Statics, Part I
14 - 3D Statics, Part II
15 - 3D Statics, Part III
16 - Internal Forces (and Moments)
17 - Shear and Moment Diagrams
18 - Moment of Inertia
Statics Terms
Mechanics of Materials
00 - Effective Communication
01 - Average Normal Stress
02 - Average Normal Strain
03 - Properties of Materials
04 - Shear Stress and Strain
05 - Poisson's Ratio & Hooke's Law (3D)
06 - Axial Deformation
07 - Thermal Effects
08 - Pressure Vessels
09 - Indeterminate Axial I
10 - Indeterminate Axial II
11 - Shear and Moment Diagrams I
12 - Shear and Moment Diagrams II
13 - Centroid and Moment of Inertia
14 - Beam Stresses I
15 - Beam Stresses II
16 - Beam Stresses III
17 - Beam Stresses IV
18 - Beam Deflection I
19 - Beam Deflection II
20 - Beam Deflection III
21 - Beam Deflection IV
22 - Torsion I
23 - Torsion II
24 - Torsion III
25 - Columns I
26 - Columns II
27 - Columns III
28 - Allowable Stress Design I
29 - Allowable Stress Design II
30 - Allowable Stress Design III
31 - Combined Loads I
32 - Combined Loads II
33 - Combined Loads III
34 - Stress Transformation I
35 - Stress Transformation II
36 - Stress Transformation III
Structural Analysis
Construction
Design
Preservation
General resources
Site documentation
Materials
Masonry
Wood
Concrete
Iron and Steel
Structural Analysis
Research
About
About
More
Home
Courses / Topics
Statics
To The Student
To the Instructor
Effective Communication
1 - Forces
2 - Moments
3 - FBDs + E.o.E.
4 - Connections and reactions
5 - Static Equivalency
6 - Centroid of an Area
7 - Friction
8 - Beams
Beams Problem 01
Beams Problem 02
Beams Problem 03
Beams Problem 04
Beams Problem 05
Beams Problem 06
Beams Problem 07
Beams Problem 08
Beams Problem 09
Beams Problem 10
9 - Trusses
10 - Cables
11 - Machines
12 - Fluid Statics
13 - 3D Statics, Part I
14 - 3D Statics, Part II
15 - 3D Statics, Part III
16 - Internal Forces (and Moments)
17 - Shear and Moment Diagrams
18 - Moment of Inertia
Statics Terms
Mechanics of Materials
00 - Effective Communication
01 - Average Normal Stress
02 - Average Normal Strain
03 - Properties of Materials
04 - Shear Stress and Strain
05 - Poisson's Ratio & Hooke's Law (3D)
06 - Axial Deformation
07 - Thermal Effects
08 - Pressure Vessels
09 - Indeterminate Axial I
10 - Indeterminate Axial II
11 - Shear and Moment Diagrams I
12 - Shear and Moment Diagrams II
13 - Centroid and Moment of Inertia
14 - Beam Stresses I
15 - Beam Stresses II
16 - Beam Stresses III
17 - Beam Stresses IV
18 - Beam Deflection I
19 - Beam Deflection II
20 - Beam Deflection III
21 - Beam Deflection IV
22 - Torsion I
23 - Torsion II
24 - Torsion III
25 - Columns I
26 - Columns II
27 - Columns III
28 - Allowable Stress Design I
29 - Allowable Stress Design II
30 - Allowable Stress Design III
31 - Combined Loads I
32 - Combined Loads II
33 - Combined Loads III
34 - Stress Transformation I
35 - Stress Transformation II
36 - Stress Transformation III
Structural Analysis
Construction
Design
Preservation
General resources
Site documentation
Materials
Masonry
Wood
Concrete
Iron and Steel
Structural Analysis
Research
About
About
Beams
Homework Problem 0
2
Compute reactions for this beam.
Solution
At A, the reaction is 4 kip →
There are no vertical reactions.
Back
Google Sites
Report abuse
Page details
Page updated
Google Sites
Report abuse
