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Diameter of a shaft carrying a spur gear

Short answer

Torque =400 N·m. Vertical reactions:2.5,1.5 kN; Mv=750 N·m. Horizontal:0.91,0.546 kN; Mh=273 N·m. Resultant moment M=798.1 N·m. Te=√((1.5×798.1)²+400²)=1262.3 N·m. d³=16Te/(π×40)=1.607×10⁵ mm³ → d=54.4 mm →55 mm.

A solid shaft of length 800 mm rests on two bearings A and B at its ends. A spur gear of pitch radius 100 mm is mounted at C, 300 mm from bearing A. The gear transmits a tangential force of 4 kN acting vertically downward and a radial force of 1.456 kN acting horizontally (20 degree pressure angle). The torque is delivered to the shaft through a coupling at B end. Find the reactions in both planes, the resultant bending moment at C and the shaft diameter using the maximum shear stress theory with allowable shear stress 40 MPa, Kb = 1.5 and Kt = 1.0.

        4 kN (down)     Fr=1.456 kN (horizontal)
            |
  A---------C--------------B----> coupling (torque)
  |<-300->|<-----500----->|
  |<----------800--------->|

Torque

T=Ft×r=4000×0.1=400 N.mT = F_t \times r = 4000 \times 0.1 = 400\ \text{N.m}

Vertical plane (load 4 kN at C)

RAv=4×500800=2.5 kN,RBv=4−2.5=1.5 kNMv=RAv×0.3=2.5×0.3=0.75 kN.m=750 N.m\begin{aligned} R_{Av} &= 4 \times \frac{500}{800} = 2.5\ \text{kN}, \qquad R_{Bv} = 4 - 2.5 = 1.5\ \text{kN} \\ M_v &= R_{Av} \times 0.3 = 2.5 \times 0.3 = 0.75\ \text{kN.m} = 750\ \text{N.m} \end{aligned}

Horizontal plane (load 1.456 kN at C)

RAh=1.456×500800=0.91 kN,RBh=1.456−0.91=0.546 kNMh=0.91×0.3=0.273 kN.m=273 N.m\begin{aligned} R_{Ah} &= 1.456 \times \frac{500}{800} = 0.91\ \text{kN}, \qquad R_{Bh} = 1.456 - 0.91 = 0.546\ \text{kN} \\ M_h &= 0.91 \times 0.3 = 0.273\ \text{kN.m} = 273\ \text{N.m} \end{aligned}

Check: in each plane RA+RBR_A + R_B equals the applied load, and moments about A balance: vertical 4×0.3=1.2=1.5×0.84 \times 0.3 = 1.2 = 1.5 \times 0.8 kN.m; horizontal 1.456×0.3=0.437=0.546×0.81.456 \times 0.3 = 0.437 = 0.546 \times 0.8 kN.m.

Resultant bending moment at C

M=7502+2732=798.1 N.mM = \sqrt{750^2 + 273^2} = 798.1\ \text{N.m}

Diameter

Te=(KbM)2+(KtT)2=(1.5×798.1)2+(1.0×400)2=1197.22+4002=1262.3 N.m\begin{aligned} T_e &= \sqrt{(K_b M)^2 + (K_t T)^2} = \sqrt{(1.5 \times 798.1)^2 + (1.0 \times 400)^2} \\ &= \sqrt{1197.2^2 + 400^2} = 1262.3\ \text{N.m} \end{aligned} d3=16×1262.3×103π×40=1.607×105 mm3d^3 = \frac{16 \times 1262.3 \times 10^3}{\pi \times 40} = 1.607\times10^5\ \text{mm}^3 d=54.4 mmd = 54.4\ \text{mm}

Use the standard size 55 mm.

Answer: Reactions (vertical) 2.5 kN and 1.5 kN, (horizontal) 0.91 kN and 0.546 kN; M at C = 798 N.m; d = 54.4 mm, adopt 55 mm.

✓ Answer checked by Claude Opus 5.5 (high effort)

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