- The 450 Kg Uniform I Beam Weight Chart
- The 450 Kg Uniform I Beam Deflection
- The 450 Kg Uniform I Beam Conversion
- The 450 Kg Uniform I Beams
- The 450 Kg Uniform I Beam Dimensions
Standard Steel I-Beam Sizes Chart for sizes, dimensions and section properties of standard steel I beams (S shapes). S shapes are designated by the letter S followed by the nominal depth in inches and the weight in pounds per foot. Thus S12 × 50 designates an I-beam. The 450-kg uniform I-beam supports the load as shown in the attached diagram. How many reactions are in supports A and B respectively?-axis is to the right and the positive -axis is upward. One vertical and one horizontal forces in A and one vertical force and one moment in B; B. The uniform beam shown in figure 5-15 weighs 500 N and supports a 700 N load. Find the tension in tie rope and the force of the hinge of the beam. The answer according to the book must be 2.9 kN as the tension in tie rope and 2.0 kN as the force of the hinge of the beam. The arm shown in figure 5-16 supports a 4.0 kg sphere.
1. The uniform beam shown in figure 5-15 weighs 500 N and supports a 700 N load. Find the tension in tie rope and the force of the hinge of the beam.
The answer according to the book must be 2.9 kN as the tension in tie rope and 2.0 kN as the force of the hinge of the beam.
2. The arm shown in figure 5-16 supports a 4.0 kg sphere. The mass of the hand and and forearm together is 3.0 kg and its weight acts at a point 15 cm from the elbow. Determine the force exerted by the biceps muscle.
The answer according to the book is 0.13 kM which is the force exerted by the biceps muscle.
3. The uniform, 120 N board shown in figure 5-19 is supported by two ropes as shown. A 0.40 kN weight is suspended one quarter of the way from the left end. Find FT1 (force of tension 1) and FT2 (force of tension 2) and the angle made by the left rope.
The answer according to the book is 0.19 kN for FT1, 0.37 kN for FT2 and 14 degrees for the angle made by the left rope.
I don't know how the book got these answers, so I need a full explanation and solution for these problems. As much as possible, make it step by step.
Please help me! I'm an engineering student. I already looked at some examples, compared it and did the same process but it didn't match the book's answers.
The following figures/diagrams are uploaded. Any answers will be accepted as much as it is correct and very well explained. Thank you!
The answer according to the book must be 2.9 kN as the tension in tie rope and 2.0 kN as the force of the hinge of the beam.
2. The arm shown in figure 5-16 supports a 4.0 kg sphere. The mass of the hand and and forearm together is 3.0 kg and its weight acts at a point 15 cm from the elbow. Determine the force exerted by the biceps muscle.
The answer according to the book is 0.13 kM which is the force exerted by the biceps muscle.
3. The uniform, 120 N board shown in figure 5-19 is supported by two ropes as shown. A 0.40 kN weight is suspended one quarter of the way from the left end. Find FT1 (force of tension 1) and FT2 (force of tension 2) and the angle made by the left rope.
The answer according to the book is 0.19 kN for FT1, 0.37 kN for FT2 and 14 degrees for the angle made by the left rope.
I don't know how the book got these answers, so I need a full explanation and solution for these problems. As much as possible, make it step by step.
Please help me! I'm an engineering student. I already looked at some examples, compared it and did the same process but it didn't match the book's answers.
The following figures/diagrams are uploaded. Any answers will be accepted as much as it is correct and very well explained. Thank you!
Properties of HE-B profiled steel beams
Properties of HE-B steel beams according DIN 1025 and Euronorm 53-62
For full table with Static Parameters - Moment of Inertia and Elastic Section Modulus - rotate the screen!
HEB | Dimensions | Static Parameters | |||||||
---|---|---|---|---|---|---|---|---|---|
Moment of Inertia | Elastic Section Modulus | ||||||||
Depth - h - (mm) | Width - w - (mm) | Web Thickness - s - (mm) | Sectional Area (cm2) | Mass (kg/m) | - Ix - (cm4) | - Iy - (cm4) | - Sx - (cm3) | - Sy - (cm3) | |
100B | 100 | 100 | 6 | 26 | 20.4 | 450 | 167 | 89.9 | 33.5 |
120B | 120 | 120 | 6.5 | 34 | 26.7 | 864 | 318 | 144 | 52.9 |
140B | 140 | 140 | 7 | 43 | 33.7 | 1510 | 550 | 216 | 78.5 |
160B | 160 | 160 | 8 | 54.3 | 42.6 | 2490 | 889 | 311 | 111 |
180B | 180 | 180 | 8.5 | 65.3 | 51.2 | 3830 | 1360 | 426 | 151 |
200B | 200 | 200 | 9 | 78.1 | 61.3 | 5700 | 2000 | 570 | 200 |
220B | 220 | 220 | 9.5 | 91 | 71.5 | 8090 | 2840 | 736 | 258 |
240B | 240 | 240 | 10 | 106 | 83.2 | 11260 | 3920 | 938 | 327 |
260B | 260 | 260 | 10 | 118 | 93 | 14920 | 5130 | 1150 | 395 |
280B | 280 | 280 | 10.5 | 131 | 103 | 19270 | 6590 | 1380 | 471 |
300B | 300 | 300 | 11 | 149 | 117 | 25170 | 8560 | 1680 | 571 |
320B | 320 | 300 | 11.5 | 161 | 127 | 30820 | 9240 | 1930 | 616 |
340B | 340 | 300 | 12 | 171 | 134 | 36660 | 9690 | 2160 | 646 |
- 1 cm4 = 104 mm4 = 10-8 m4 = 0.024 in4
- 1 cm3 = 103 mm3 = 10-6 m3 = 0.061 in3
- 1 cm2 = 102 mm2 = 10-4 m2 = 0.16 in2
- 1 kg/m = 0.67 lb/ft
I-shaped cross-section beams:
- Britain : Universal Beams (UB) and Universal Columns (UC)
- Europe : IPE. HE. HL. HD and other sections
- US : Wide Flange (WF) and H sections
The 450 Kg Uniform I Beam Weight Chart
Related Topics
The 450 Kg Uniform I Beam Deflection
- Mechanics - Forces, acceleration, displacement, vectors, motion, momentum, energy of objects and more
- Beams and Columns - Deflection and stress, moment of inertia, section modulus and technical information of beams and columns
The 450 Kg Uniform I Beam Conversion
![Deflection Deflection](https://image.slidesharecdn.com/chapter-5-150222074712-conversion-gate01/95/chapter-5-6-638.jpg?cb=1424591977)
The 450 Kg Uniform I Beams
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